Multi-reel operational lines laying vessel

ABSTRACT

A reel pipelaying vessel having multiple reels for laying operational lines in a wide range of water depths. An operational lines laying device is mounted on the vessel in order to provide supporting means for the simultaneous layout of a plurality of operational lines at a common velocity and in a predetermined relationship to one another. Motive means are interconnected to the multiple reels in order to control the rate of layout. Separate or combined straightening and tensioning devices can be employed for handling the rigid walled pipeline contained within the operational lines. The straightening and tensioning devices can be mounted for pivotal movement with respect to the vessel deck or can be operated in fixed planes with respect to the deck. Six or more operational lines can be simultaneously laid out with the vessel described.

BACKGROUND OF THE INVENTION

1. Field of the Invention

This invention relates to a reel pipe laying vessel on which a pluralityof reels are disposed for laying multiple operational lines in watershaving depths limited only by the strength of the pipe. Moreparticularly, the invention pertains to a new type of vessel in which atleast two reels are employed, one or more of which is used for storingand unspooling a rigid walled pipeline. The multiple reels can be usedfor laying a variety of lines in association with one or more rigidwalled pipelines. The vessel includes a layout system which provides forsimultaneous layout of multiple operational lines.

The vessel of this invention is designed to accomodate a permanentlymounted pipe spooling main reel which is of substantial size and iscapable of spooling pipe up to 16 inches diameter.

2. History of the Prior Art

In laying offshore subsea pipelines for such uses as the gathering ofoil and/or gas from offshore wells, as, for example, in the Gulf ofMexico, it has been conventional to use one of two main methods to laythe pipe. In the first, called the "stovepiping" method, a pipeline isfabricated on the deck of a lay barge by welding together individuallengths of pipe as the pipe is paid out from the barge. Each length ofpipe is about 40' or 80' long. Thus, the pay-out operation must beinterrupted periodically to permit new lengths of pipe to be welded tothe string. The stovepiping method requires that skilled welders andtheir relatively bulky equipment accompany the pipelaying barge crewduring the entire layout operation; all welding must be carried out onsite and often under adverse weather conditions. Further, thestovepiping method is relatively slow, with experienced crews being ableto lay only one to two miles of pipe a day. This makes the entireoperation subject to weather conditions which can cause substantialdelays and make working conditions quite harsh.

The other principal conventional method is the reel pipelayingtechnique, in this method, a pipeline is wound on the hub of a reelmounted on the deck of a lay barge. Pipe is generally spooled onto thereel at a shore base. At such a shore base, short lengths of pipe can bewelded under protected and controlled conditions to form a continuouspipeline which is spooled onto the reel. The lay barge is then towed toan offshore pipelaying location and the pipeline is spooled off the reelbetween completion points. This method has a number of advantages overthe stovepiping method, among them, speed (one to two miles per hour);lower operating costs (e.g., smaller welding crews and less weldingequipment must be carried on the lay barge); and less weatherdependency.

The broad concept of reel pipelaying was also disclosed in British Pat.No. 601,103 (Ellis), issued Apr. 28, 1948, wherein it was suggested thatlengths of pipe be joined together at the manufacturing plant and coiledonto a drum, mounted on a barge or ship; the loaded barge would then bemoved to the desired marine location and the pipe unwound from the drumby fixing one end of the pipe and towing the barge away from the fixedlocation.

After a hiatus of about thirteen years, research into the reelpipelaying technique was renewed and was carried on by Gurlter, Hebert &Co., Inc. of New Orleans, La. By 1961, that company had sufficientlyadvanced the reel pipelaying technique to make it a commerciallyacceptable and viable method laying pipe in the offshore petroleumindustry, able to compete with the traditional stovepiping technique.The first known commercial pipelaying reel barge, called the U-303, wasbuilt by Aquatic Contractors and Engineers, Inc., a subsidiary ofGurtler, Hebert, in 1961. The U-303 utilized a large vertical axis reel,permanently mounted on a barge and having horizontally oriented flanges(generally referred to in the trade as a "horizontal reel"). A combinedstraightener-level winder was employed for spooling pipe onto the reeland for straightening pipe as it was unspooled. The U-303 first laidpipe commercially in September 1961, in the Gulf of Mexico off the coastof Louisiana and was used successfully during the 1960's to lay severalmillion linear feet of pipe of up to 6" diameter. The U-303 reelpipelaying barge is described in U.S. Pat. No. 3,237,438 (Tesson) andU.S. Pat. No. 3,372,461 (Tesson) both assigned to the assignee of theinvention hereof.

The successor to the U-303, currently in use in the Gulf of Mexico andknown in the trade as the "Chickasaw" also utilizes a large horizontalreel, permanently mounted to the barge such that it is not readilymovable from one carrier vessel to another. Various aspects of"Chickasaw" are described in the following U.S. Patents, all assigned tothe assignee of the invention hereof:

Sugasti, et al.--U.S. Pat. No. 3,630,461

Gibson--U.S. Pat. No. 3,651,778

Mott, et al.--U.S. Pat. No. 3,680,342

Key, et al.--U.S. Pat. No. 3,712,100

The Gibson patent shows an apparatus for diverting a single pipelinefrom a horizontal unspooling direction to a vertical direction forlayout in a body of water. While the patent mentions that more than onereel could be employed there is no enabling disclosure from which amultiple reel vessel could be constructed and operated.

U.S. Pat. No. 3,685,306 to Mott also describes an apparatus whichdiverts a single pipeline from a horizontal position to a verticaldirection. The pipeline can be successively unreeled from adjacentganged reels.

Commercial reel pipelaying techniques require the use of certain pipehandling equipment in addition to the reel. Among such pipe handlingequipment usually employed in commercial reel pipelaying systems is astraightener mechanism. This may take the form of a series of rollers ortracks, or any other arrangement which imparts sufficient reversebending force to the pipe to remove residual curvature so that afterunspooling, the pipe will lay substantially straight on the sea bottom.

U.S. Pat. No. Re. 30,846 (Lang et al) describes an apparatus for layingpipe from a vertical reel in which the pipe conditioning apparatus ispivotable to adjust the lift-off angle of the pipe relative to thehorizontal (e.g., the deck of a ship) as a function of the water depthin which the pipe is being laid. This has distinct commercialadvantages, especially where the reel pipelaying system is incorporatedinto a self-propelled ship, such as that of the present invention,capable of traveling to different job sites, having different pipe sizeand/or lay depth requirements.

An early concept for a reel pipelaying ship is described in Goren, etal. "The Reel Pipelay Ship--A New Concept" Offshore TechnologyConference Proceedings, May 1975 (Paper No. - OTC 2400). This paper(hereafter the Goren, et al 1975 OTC Paper) describes advantages andoperating features of a proposed reel pipelaying ship. However, the costof construction of a ship as described there was estimated to be on theorder of $1,000,000,000.

Apache Reel Laying Vessel

The research and development work for the ship described in the Goren,et al paper, (done at great expense by on behalf of the assignee of thisapplication) was subsequently materially revised in numerous majorrespects, and substantial changes and improvements were made to achievethe design of a substantially different reel pipelaying ship which isdescribed in the following U.S. Patents, all assigned to the assignee ofthe invention hereof:

Springett, et al.--U.S. Pat. No. 4,230,421

Uyeda, et al.--U.S. Pat. No. 4,269,540

Yenzer, et al.--U.S. Pat. No. 4,297,054

Springett, et al.--U.S. Pat. No. 4,340,322

Uyeda, et al.--U.S. Pat. No. 4,345,855

The disclosures of these five single reel patents are herebyincorporated as though fully set forth herein.

The vessel described in these patents was constructed and is currentlyin use in various offshore oil fields and is known in the offshore oilindustry as the "Apache". This vessel is a self-propelled dynamicallypositioned single reel pipelaying ship which has a specially constructedhull comprising a reel support structure for rotatably mounting avertical reel for unspooling a rigid walled pipeline. Only a singlepipeline is handled by this ship. Other pipe handling equipment includesa pipe bending radius controller; pipe straightening equipment; clampingassembly; a stern pipe guide assembly and a level wind assembly. Atensioning assembly is also arranged on a support ramp assembly. Thepipe exit angle or the water entry angle is from 18° to about 60° sincethis is the range of angular movement of the support ramp assembly. Theupper part of this range of the pipe water entry angles is sufficient toaccomodate laying a single pipeline in approximately 3,000 ft. waterdepth. In order to lay pipe at greater depths it is necessary toincrease the pipe water entry angle.

The Apache vessel is not equipped to layout multiple lines since it hasbut a single main reel and does not have adequate unused deck space topermit the convenient placement of auxillary reels. An early suggestionwhich was made during the vessels construction phase and mentioned inthe above patents, was that portable reels could be placed on the Apachedeck to permit stern bundling of smaller lines with the pipeline fromthe main reel. These smaller lines were not required to be passedthrough the pipe handling equipment with the main reel pipelineaccording to the suggestion and there were no operative disclosures asto forming a juxtaposed plurality of operational lines by contact with alaying device which is adapted to move all the lines at a commonvelocity. This stern bundling suggestion was made in the OTC Paper No.3069, May 8-11, 1978.

SUMMARY OF THE INVENTION

There are increasing requirements in the offshore petroleum industry forlaying multiple operational lines in deep water at depths greater than3,000 ft. and in remote areas far from supply bases. To be commerciallyviable a pipelaying vessel must also be capable of laying either singleor multiple operational lines in shallow waters of less than 200 ft. upto 3,000 ft. depth. The multi-reel pipelaying vessel of this inventionrepresents a new and different concept to meeting these needs.

The vessel utilized for this invention can be a self-propelleddynamically positioned ship or it can be a barge which requires a tugfor motive power. The vessel deck is utilized to mount auxiliary reelsfor the layout of additional operational lines simultaneously with alayout of at least one rigid walled pipeline from the main reel. Atleast one additional reel is necessary for this purpose.

A principal feature of the present multi-reel pipelaying vessel is thatan operational lines laying device is mounted adjacent to the stern ofthe vessel. A plurality of operational lines are unspooled from thereels mounted on the vessel and are laid out into simultaneous contactwith the laying device which includes an operational lines supportingmeans adapted for providing moving contact with the operational lines.The preferred laying device of the present invention changes thedirection of movement of the plurality of operational lines fromhorizontal to vertical and can be used for laying operational lines inshallow waters of under 200 ft. down to much greater depths of 7,500 ftand beyond. The supporting means is adapted for gathering theoperational lines into an initial juxtaposed configuration which isparallel with the direction of forward vessel motion. All of theoperational lines are moved at the same linear velocity due to thecontact thereof with the supporting means of the operational lineslaying device.

The preferred operational lines laying device also includesstraightening and tensioning devices which are adapted to straighten andprovide tension for the operational lines while maintaining the same ina juxtaposed array which is aligned with the direction of forward vesselmotion. The straightening means is adapted for imparting a reversebending force to the rigid walled pipeline(s) which are among theoperational lines being laid out.

The preferred operational lines laying device has a pipe take-offassembly mounted adjacent to the stern of the vessel. The take-offassembly includes a rotatably mounted drum and a pipe take-off structurewhich can preferably contain straightening and tensioning devices aswell as additional pipe clamping means when required. The pipe take-offdrum in the operational lines laying device is not powered by a separatemotive means but rather is rotated dependent upon frictional contactbetween the operational lines with the periphery of the drum whichprovides the operational lines supporting means. The take-off structureis rotatably journaled for permitting water entry angles of from about20° to about 90° for the operational lines array to lay out lines from200 ft. to greater depths. The upper part of this range from about 60°to about 90° is used for deep water laying in 3,000 ft. and greaterdepths.

Level wind carriages are also preferably provided for the operationallines laying device and the auxillary reels.

The operational lines laying device can be arranged to cooperate with astraightening device contained within the pipe take-off structure so asto contribute one of three force imposition zones on the rigid walledpipeline(s) in order to reverse bend the rigid walled pipeline oppositethe curvature imparted by the storage reel. In deep waters beyond 3,000ft. the weight of the pipeline(s) is sufficient to elasticallystraighten the rigid walled pipe. In this embodiment it is possible touse the hydraulic braking systems on the operational lines reel motorsto provide tensioning of the lines, thus permitting pipe layout in theabsence of separate straightening and/or tensioning devices. The layingdevice and the operational lines storage reels together with theassociated straightening and tensioning devices and level wind carriagesform an operational lines array layout system which has various novelfeatures.

The preferred embodiment has the advantage of being lightweight, about270 long tons, compared to about 600 tons for the pipehandling equipmenton the aft deck of the Apache pipelaying vessel.

Other embodiments of the laying device employ multiple trackstraightening and tensioning assemblies mounted on carriages which arepivotally attached to the vessel or which are operated in a fixed planewith respect to the vessel deck. In these embodiments the carriages forthe multiple track assemblies are mounted for level winding transversemotion with respect to the vessel's longitudinal center line.

Additional embodiments employing multiple track straightening andtensioning assemblies as the pipeline laying devices are used for layingout operational lines arrays in shallow water of less than 200 ft. up todepths of about 3,000 ft. In the first of these embodiments the multipletrack assemblies are contained in a carriage which is pivotally attachedto the vessel so that a range of pipeline entry angles of from about 20°to about 60° can be employed. In another of these other embodiments themultiple track carriage is operating in a fixed angular plane withrespect to the vessel deck for the layout of multiple operational linesin shallow waters of up to about 1,500 ft. Two modifications of thisembodiment are described herein.

In summary, the preferred embodiment includes a laying device comprisinga rotatably mounted drum and an attached pipe take-off structure whichis operative for laying out operational lines arrays including at leastone rigid walled pipeline over a very wide range of water depths of fromless than 200 ft. to much greater depths even beyond 7,500 ft. Theembodiment having multiple track straightening and tensioning assembliesmounted on a pivotal ramp is capable of operational lines layout in anintermediate depth of water up to about 3,000 ft. and the embodimenthaving the multiple track assemblies mounted on carriages operating infixed planes is useable for shallow water depths up to about 1,500 ft.

Straightener and Tensioner Devices

In each of the first two embodiments summarized above, the straighteningand tensioning devices can be of two types. The first type is astraightening device which is operated independently from the tensioningdevice. The second type is a combined straightening/tensioning devicecomprising two multiple track assemblies which are employed on oppositesides of the operational lines array in order to provide both of thestraightening and tensioning functions. The second type involves the useof a new straightening/tensioning device which is capable of impartingcontrolled curvature to the rigid walled pipeline(s) within theoperational lines array and is also capable of providing longitudinaltension force. The advantage of the second type is that only two suchassemblies are required for both of the straightening and tensioningfunctions whereas in the first type four or five separate of the trackassemblies are required for the layout of even a single rigid walledpipeline.

In the third embodiment, wherein carriages operating in fixed planesabove the deck are used, the combined straightening/tensioning device ispreferred although the first type of independent straightening andtensioning devices can be employed with long ramps.

In each of the above described embodiments the operational lines layingdevice is mounted on the vessel via a carriage which is capable of levelwinding transversely across the vessel deck to provide for controlledspooling and unspooling of the pipelines array on to and off a pluralityof storage reels. The storage reels are fitted with hydraulic motors forimparting motive power to the reel flanges or rims in order to providefor spooling up of the lines. The hydraulic motors are also fitted withhydraulic braking systems for controlling tension of the lines duringunspooling and to control the rate of line(s) layout.

Each of the embodiments of the present invention permits a plurality ofoperational lines including one or more rigid walled pipelines to belaid out in an array on the bottom of bodies of water in a controlledmanner. The particular embodiment selected for a given project dependsupon the depth of water and the project budget available. Othertechnical/economic considerations such as the permissible capitalinvestment, speed of pipeline layout, customer flexibility of designcharacteristics, and sea state spectrum also enter into the selectionprocess. Within the six embodiments of this invention the full range oflaying conditions are providing for. The three main embodiments of theoperational lines laying vessel cover a wide range of layout depths,whereas the use of specific straightening and tensioning devices used isdetermined by various pipe handling technical characteristics andeconomic considerations.

Another feature of the present invention is that a dynamicallypositioned vessel can be alternately converted between a single pipelinelaying capability such as described in the above mentioned Springett, etal., Uyeda, et al. and Yenzer, et al. patents which is embodied in theApache pipelaying ship and the vessel described in the presentapplication. In order to accomplish this alternate use, the mainpipeline reel is maintained in its fixed position and the remainder ofthe pipe handling equipment shown on the aft deck of the vessel in thoseU.S. patents is replaced with the layout system herein described whichincludes one or two auxiliary reels and the operational lines layingdevices described herein. Thus, a convertible feature for operation of apipe laying vessel between a single reel vessel and a multi-reel vesselis also included within the present invention.

It is, therefore, an object of the present invention to provide amulti-reel pipelaying vessel which can simultaneously layout two or moreoperational lines onto the sea bottom of wherein at least one of thelines is a rigid walled pipeline.

Another object is to provide a pipelaying vessel wherein an array ofmultiple operational lines is laid out from a common laying device whichequalizes the layout velocity of the operational lines array.

Yet another object is to provide an operational lines array layoutsystem for use on a vessel in which one or more storage reels areprovided for spooling and unspooling of a plurality of rigid walledpipelines. This system includes the use of a common laying devicethrough which the array passes.

Another object of the present invention is to provide a layout system inwhich three storage reels are mounted on a vessel deck for spooling andunspooling an array of multiple operational lines for layout onto thesea bottom after passing through a common laying device which providesfor equalizing the layout velocity of the lines.

Yet another object of the present invention is to provide a layoutsystem which is of lightweight and can be transferred on to pipelayingvessels by exchange of pipehandling equipment preexisting on suchvessels with the layout system herein described.

Another object is to provide an improved straightener/tensioner devicewhich permits the establishment of selected curvatures for controllingthe straightening process and applying the desired tension formaintaining pipeline profile over a wide range of layout water depths.

Another object is to provide an improved spooling and unspooling methodfor use with the operational lines array layout system herein described.

For convenience, the following terms may be employed in the descriptionof this invention:

1. A "turn" is that length of pipe wound through one complete revolutionof the reel.

2. A "wrap" comprises a plurality of turns making up a layer of pipewound on the reel across the rull or substantially full width of thereel.

3. "Level winding" refers to the transverse movement of the operationallines laying device or a storage reel across the deck of the vessel. The"level winding means" refers to apparatus for carrying out suchmovement.

4. "Multiple track straightening or tensioning assemblies" refers toflexible track systems having a plurality of pipe support pads mountedthereon and which are designed for either of the two functions ofstraightening or tensioning.

5. The term "multiple track straightening/tensioning assemblies" refersto tensioning assemblies which are designed to provide bothstraightening and tensioning functions in a single pair of suchassemblies when positioned on opposite sides of the operational linesarray.

6. "Carriage" refers to the support frame structure which is used tomount the operational lines laying device(s) on the vessel and toprovide for level winding thereof.

7. "Main reel" refers to a large diameter storage reel which ispermanently mounted within the vessel for spooling and unspooling rigidwalled pipeline.

8. The notations "s" for starboard, "p" for port, "f" for fore, and "a"for aft have been used for convenience in numerals designations.

Other features and advantages of the multi-reel vessel of this inventionwill become apparent from the following detailed description of apreferred embodiment.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a starboard side elevation general arrangement view of apreferred embodiment of the multi-reel vessel;

FIG. 2 is a top plan view of the multi-reel vessel of FIG. 1;

FIG. 3 is a schematic side elevation cross-section of a first embodimentof the pipe take-off structure of the present invention;

FIG. 4 is an enlarged starboard side elevation of the operational linereels and the pipe take-off drum of the present invention;

FIG. 5 is a top plan view of the enlarged portion of the multi-reelvessel of FIG. 4;

FIG. 6 is a elevation of the pipe take-off drum;

FIG. 7 is a cross-sectional view through a portion of the pipe take-offdrum of FIG. 6 taken on line 7--7;

FIG. 8 is a schematic side elevation view of the FIG. 3 embodiment ofthe pipe take-off structure showing the straightening and tensioningdevices in greater detail;

FIG. 9 is a cross-sectional view taken through the straightening deviceon line 9--9 of FIG. 8;

FIG. 10 is a cross-sectional view taken through the pipe take-offstructure showing the tensioning device of the present invention takenon line 10--10 of FIG. 8;

FIG. 11 is a cross-sectional view of the pipe take-off structure in FIG.8 showing the pipe alignment clamp taken on 11--11 of FIG. 8;

FIG. 12 is a side elevation view of the pipe take-off drum support framestructure;

FIG. 13 is a front view of the support frame structure of FIG. 12;

FIG. 14 is a top plan view of the support frame structure of FIG. 12;

FIG. 15 is a partial cross-sectional side elevation view of the pipetake-off assembly without the take-off drum of the present invention;

FIG. 16 is a partial cross-sectional view through the hydraulic powerdrive motor by which the pipe take-off structure is rotated to establishdifferent water entry angles for the pipeline array;

FIG. 17 is a side elevation view of the straightener device of the FIG.8 embodiment;

FIG. 18 is a top plan view of the straightener device of FIG. 17 withthe sprocket chain tracks removed;

FIG. 19 is a cross-sectional view taken on line 19--19 of FIG. 17showing the adjustable idler rollers and the operational lines supportpads mounted on the sprocket tracks;

FIG. 20 is a front schematic plan view of the first auxiliary reelmounted on the vessel deck showing the level wind transversepositioning;

FIG. 21 is a front schematic view of the secondary auxillary reelmounted on the vessel deck;

FIG. 22 is a side elevation view of the second auxillary reel showingdetails of the reel;

FIG. 23 is a front plan view of the reel of FIG. 22;

FIG. 24 is a tranverse view of the level wind track assembly mountingthe second auxillary reel on the vessel deck;

FIG. 25 is a longitudinal cross-sectional view of the level wind supportassembly of FIG. 24;

FIG. 26 is a side elevation view of the structural frame support for thesecond auxillary reel;

FIG. 27 is a front plan view of the structural frame support of FIG. 26;

FIG. 28 is a top plan view of the structural frame support of FIG. 26;

FIG. 29 is a side elevation view of the first auxillary reel and itssupport frame structure when mounted on the vessel deck;

FIG. 30 is a front plan view of the auxillary reel shown in FIG. 29;

FIG. 31 is a longitudinal side elevation view of the level wind towerassociated with the main reel;

FIG. 32 is a transverse front elevation view of the level wind towerassembly associated with the main reel;

FIG. 33 is a side elevation detailed view of one of the multiple tracktensioners assemblies of FIGS. 3 and 8;

FIG. 34 is a top plan view of the tensioner assembly of FIG. 33 with themultiple tracks removed;

FIG. 35 is a cross-sectional view of the tensioner device of FIG. 33taken on line 35--35;

FIG. 36 is a schematic side elevation view of a second embodiment of thepipe take-off structure of the present invention showing the internallypositioned multiple track straightening/tensioning assemblies;

FIG. 37 is a detailed cross-sectional view of the multiple trackstraightening/tensioning assemblies shown in FIG. 36 taken on lines37--37;

FIG. 38 is a detailed side elevation view of the multiple tracksstraightening/tensioning assemblies of FIGS. 36 and 37;

FIG. 39 is a starboard side elevation general arrangement view of athird embodiment of the multi-reel vessel of the present invention;

FIG. 40 is a top plan view of the multi-reel vessel of FIG. 39;

FIG. 41 is a perspective view of the pivotal ramp and level windcarriage used on the multi-reel vessel of FIG. 39;

FIG. 42 is a fourth embodiment of the present invention showing amulti-reel vessel pivotal ramp and level wind carriage of the typeillustrated in FIGS. 39 and 40 fitted with multiple trackstraightening/tensioning assemblies;

FIG. 43 is a starboard side elevation general arrangement view of afifth embodiment of the multi-reel vessel of the present inventiondesigned for shallow and benign waters;

FIG. 44 is a top plan view of the multi-reel vessel of FIG. 43;

FIG. 45 is a starboard side elevation general arrangement view of asixth embodiment of the multi-reel vessel of the present invention alsodesigned for shallow water operational lines layout.

FIG. 46 is a top plan view of the multi-reel vessel of FIG. 45; and

FIG. 47 is a schematic front elevation transverse view of theoperational lines take-off device used on the vessel of FIGS. 45 and 46.

DESCRIPTION OF THE PREFERRED EMBODIMENTS

The multi-reel vessel 10 of FIGS. 1-5 has a hull 12 which is constructedwith starboard and port main reel support structures 14 and 16 which areelevated above the fore deck 16 and the aft deck 18. These reel supportstructures rotatably support a main reel 20 which is positioned with itsaxis transverse to the vessel longitudinal axis and which is adapted toprovide storage for a series of wraps of rigid walled pipeline which canbe wound in single or multiple line fashion. A detailed disclosure ofthe vessel hull 12 and main reel 20 is set forth in U.S. Pat. No.4,269,540.

A single pipeline 22 is shown being unspooled from the verticallydisposed main reel 20 onto the pipe take-off assembly 24 which includesas a main element a pipe take-off drum 26 positioned adjacent the stern28 of vessel 10. The assembly 24 also includes a pipe take-off structure30 in which a straightening device 32 is supported in forceable contactwith pipeline 22. A tensioning device 34 is also included within thepipe take-off structure 30 for the handling of the operational linesarray 35. The structure 30 rests in a stern notch 29 when in itsvertical 90° position as shown in FIGS. 1 and 2.

A first auxiliary reel 36 is mounted on a reel support frame 38 on theaft deck 18. Also a second auxiliary reel 40 is mounted on a reelsupport frame 42 which is also supported on aft deck 18. Operationallines 44 and 46 are unreeled from auxiliary reels 36 and 40simultaneously with the unreeling of pipeline 22 from main reel 20. Allof these operational lines are gathered into an initial horizontaljuxtaposed configuration at the top of the take-off drum 26 and aremaintained in continuous contact with the periphery thereof as thedirection of movement of these operational lines is changed fromhorizontal to vertical at the stern end of the pipe take-off drum 26. Inthis embodiment the pipe take-off assembly functions as the operationallines laying device.

The contact between the operational lines 22, 44 and 46 with theperiphery of the pipe take-off drum 26 results in the linear velocity oflayout of all of these lines being equal. Upon changing of the directionof movement from horizontal to any angular pipe take-off position theoperational lines are then passed through the straightening means 32 andthe tensioning device 34 so that the array of these lines passesdownwardly over the stern 28 at nearly a 90° angle as shown in FIG. 1for deep water layout.

A level wind assembly 48 is provided for aiding the spooling of pipelineonto main reel 20. The level wind feature is not used during unspoolingsince the pipeline is merely passed through this device so as torestrain the lateral movements. An abandonment and recovery (A/R) cablestorage reel 50 is mounted to fore deck 16 for the storage of two cables52 and 54 which are strung out under main reel 20 by a fixed cabledouble groove sheave 56 and a series of cable rollers 58 and 60 througha twin drum traction winch 62. The A/R functions of the cables 52 and 54combined with operation of the traction winch 62 are described below.

A control tower 64 is mounted on the starboard reel support structure14.

Pedestal cranes 66 and 68 are provided on starboard and port sides,respectively.

As shown in FIG. 2, starboard and port exhaust stacks 70 and 72 areprovided for the diesel engine(s) used to power vessel 10. As requiredlifeboats 74 and 76 are provided on port and starboard decks at midship.The A/R cable storage reel 50 has two drum portions 78 and 80 forstoring the two cables 52 and 54 separately.

Rotatable mounting bearings 82 and 84 are shown on either side of mainreel 20 in FIG. 2. The main reel 20 has a hub 85 on which the successiveturns of pipeline are wound.

The vessel 10 has fore and aft lateral thrusters 86, 88, 90 and 92positioned below the water line 94 to provide for the dynamicpositioning of vessel 10 during unspooling of the operational lines.Thus vessel 10 is capable of dynamically positioning itself.

Operational Lines Laying Device

FIG. 3 shows, in general, the operation of the straightener device 32which comprises a first track assembly 102 for contacting theoperational line array 35. The straightener device 32 has idler rollersdescribed below which can be adjusted to provide for various curvaturesin the operational lines array 35. The tensioning device 34 is formed bya second track assembly 104 and a third track assembly 106 which act onopposite sides of the operational line array 35, respectively, in orderto provide tension for supporting the pipeline weight which is suspendedfrom the pipe take-off assembly 24.

In order to straighten rigid walled pipeline, force must be exertedagainst three zones of the pipeline. The periphery of the pipe take-offdrum 26 provides the force zone as the straightening device 32 providesthe force zone B, within which the curvature must change while the foretrack assembly 106 of the tensioning device 34 provides the third forcezone C. The pipeline array 35 is then passed downwardly through the pipetake-off structure 30, through the pipe aligner 108 and into the body ofwater 110. A pipe clamp 112 is also positioned within the pipe take-offstructure 30 in order to change the position of the rigid wall pipe 22with respect to the operational line array 35 over small distances.

The entire pipe take-off structure 30 is mounted on a support framestructure 114 which is in turn rotatably mounted on axle 116 of the pipetake-off drum 26. A hydraulic motor 118 is mounted on a support carriage120 and is arranged to provide power to a peripheral welded chain trackon the curved outside surface of frame structure 114. In this manner theframe structure 114 and the attached pipe take-off structure 30 arerotated relative to the support carriage 120 in order to obtain variousangles of pipe water entry. The angle shown in FIG. 1 and 2 isapproximately 90° whereas the angle shown in FIG. 3 is approximately60°. As mentioned above the rotational motion of the pipe take-offstructure 30 can be varied between about 18° to about 90°. This permitsthe pipe take-off structure or operational lines laying device of thepresent invention to layout operational line array in shallow watersless than 200 ft. depth for which low angles are used or in deeperwaters beyond 3,000 ft. for which larger angles of from 60° to 90° areused. The pipe take-off assembly 24 includes the drum 26, the pipetake-off structure 30, the support frame structure 114 and the supportcarriage 120 with its underlying level wind track assembly. The assembly24 functions as the operational lines laying device.

Operational Lines

The operational lines 22, 44 and 46 can be a variety of types and for awide range of functions. At least one of the lines is a rigid walledsteel or metal pipeline which is stored on the main reel 20. The othertwo operational lines 44 and 46 can be also rigid walled steel or metalpipelines or they can be plastic lines, electrical cables, tensionsupport cables, etc. Some or all of these lines can be thermallyinsulated. Operating examples are that the line 22 can be a 6" o.d.rigid walled pipeline; the line 44 can be of 4" o.d. rigid walledpipeline; and the line 46 can be either a single or dual set ofelectrical lines. All of these lines are passed over the pipe take-offdrum 24 and are also passed through the straightening device 32 andtensioning device 34 even though the electrical line 46 does not requirestraightening.

Various numbers of operational lines from 2 to about 8 can be laid outfrom the vessel of subject invention.

Another aspect of the operational lines is that these can be lines whichhave an outer sheath formed about a number of smaller lines which arebundled within the sheath. The sheath for such bundles of lines can beeither continuous walled or in the form of a bundle wrapping. The linesin the bundles can be combined with either single lines or other bundledlines to form operational lines arrays stored on the multi-reel vessel10. Examples are that a 3 inch or 4 inch o.d. sheath line can haveapproximately fifteen 1/2 inch lines within the same bundling sheath.Electrical control lines can also be bundled within a sheath.

The main reel 20 can accomodate rigid walled pipe of from 2 inch to 16inch o.d. The first auxiliary reel 36 can accomodate from about 2 inchto approximately 9 inch o.d. rigid walled pipeline or other operationallines such as electrical cables or tension support cables.

The second auxiliary reel 40 can be utilized for about 2 inch to about 5inch o.d. rigid walled pipelines or tension support cables or electricalcables. The diameter range of the rigid walled pipelines which can bestored on and unreeled from the auxiliary reels is a function of the hubdiameters of those reels as specified below.

In operating line arrays it is often desirable to utilize the main reel20 and the first auxiliary reel 36 for rigid walled pipelines and toutilize the second auxiliary reel 40 for the storage and layout ofelectrical lines and tension support cables.

Also shown in FIG. 4 is the boom 122 of the pedestal crane 68. Theelevation cable 124 is also shown attached to the top of the crane arm126.

Pipe Take-Off Drum

FIGS. 6 and 7 show the outer rim 130 and a central hub 132 of the pipetake-off drum 26. The hub is connected to the peripheral rim 130 by aseries of circular spokes 134-156. The connection at the center of thehub is formed by a central cylinder 158 which is mounted on a rotatableaxle 116. A series of starboard hub gussets 162-184 are intergrallyconnected to the cylinder 158 and to a starboard flange ring 186. Asimilar series of port side construction gussets are connected tocylinder 158 and to a port side flange ring 188 as illustrated by portgussets 190 and 192 in FIG. 7.

The spokes are connected to the rim structure 130 by a series ofstarboard peripheral gussets 194-216 and by a similar series ofperipheral gussets on the port side as shown by gusset 218 for spoke 136in FIG. 7.

Operational lines supporting means 220 are supported about the peripheryof the take-off drum 24 and are constructed as a series ofinterconnected annular grooves 222-232 to provide for continuous contactwith the operational lines during contact thereof during the layoutoperation. Due to this frictional contact and the interconnected natureof the supporting means grooves the layout velocity of all theoperational lines is equalized. The supporting means 220 is mounted on arim 234 which is integrally connected to the ends of the spokes as shownfor spoke 136 in FIG. 7. An internal reenforcement rim 236 is spacedbelow the outer rim 234 and is connected thereto by the starboard andport peripheral gussets 196 and 218 respectively as shown in FIG. 7.

Starboard and port side rims 238 and 240 are also connected to the outerrim 234 and extend upwardly on either side of the operational linessupporting means 220. The grooves 222-232 form indented configurationswhich extend partially around the outer diameters of the operationallines placed in the same during the layout operation. The number andsizes of the grooves can be varied depending on the particularoperationals lines requirements of a given job. For this purpose, thesupport means 220 is constructed in removable arcuate segments in orderto accomodate varying numbers and diameters of operational lines.

Also shown in FIG. 7 are the internal gussets 242 and 244 which arerepresentative of the series of such gussets provided forinterconnecting the inner and outer rims 234 and 236 with the terminalportions of the drum spokes.

The diameter of the pipe take-off drum 26 is chosen so as to layout theoperational lines with residual ovality lower than the maximum limitsspecified by the international certification organizations. Theseovality limits are not necessary for all offshore construction projectsso that specific pipelines can be laid without observing such limits.

It has been found satisfactory to size the drum 26 radius with respectto the pipeline diameter. The wall thickness of the pipeline is also ofinterest with respect to the pipe diameter. A satisfactory set ofrelationships for sizing the drum 26 radius is:

    R≧18D                                               (1)

where R is the drum 26 radius measured to the pipeline center in givenunits; and D is the pipeline outer diameter measured in the same units.A correlated relationship of pipeline diameter to pipeline wallthickness is expressed by:

    D/T<30                                                     (2)

where D is pipeline outer diameter in given units and T is pipeline wallthickness in the same units.

A preferred relationship is:

    R≧20D                                               (3)

where R and D are as above defined.

Straightening And Tensioning Assemblies In General

The pipe take-off assembly 24 generally described in FIG. 3 is shownwith greater detail in FIGS. 8-11. The pipe take-off structure 30 andsupport frame structure 114 are integrally constructed with a top portside radial frame member 250_(p) which extends from its connection witha bearing sleeve mounted on the pipe take-off drum axle 116 beyond theperiphery of the drum 26 and an aft beam 252_(p) which isperpendicularly connected to that top side frame member at its sternend. An intermediate frame member 254_(p) is connected to the end of aradial frame member 256_(p) which has the other end thereof intergrallyconnected to the bearing sleeve 257_(p) (FIG. 15) on the drum axle 116.A third radial beam 258_(p) is also connected to the sleeve 257_(p)about drum axle 116 and extends beyond the periphery of drum 26 in orderto form the fore frame section of the pipe take-off structure 30.Arcuate cradle members 260_(p) and 260s are connected between thestarboard and port radial frame members 250, 256 and 258 and aredesigned to rotate with these members about the periphery of drum 26.The frame members 250p-260p form the port side of the structural supportfor pipe take-off structure 30. A corresponding starboard set ofstructural members are connected to the above described port side set bytransverse frame members 262, 263, 264, 266, 267, 268, 269, 270, 272,273, 274, 276 and 278 which are interconnected at the framing juncturepoints between the starboard and port frame members (in clockwisepositioning from lower right).

Starboard and port sets of parallel structural guides are provided foradjustably mounting straightening device 32 and the two halves oftensioning device 34 within the pipe take-off structure 30. Portstructural guide set 280p has three parallel internal guide frames 282p,283p and 284p which are connected by the aft end thereof to thetransverse frame members 272, 273 and 274, respectfully. The fore endsof the internal guide frames 282p, 283p and 284p are connected tomatched exterior side frame members illustrated by frame 285p viaspacers illustrated by 286p in FIG. 9. This side frame 285p is, in turn,connected to arcuate cradle member 260p.

A similar port set of parallel internal guide frames 287p is providedfor the tensioning device 34 by guide members 288p, 289p and 290p whichare connected at the aft end thereof to transverse members 267, 268 and269 and to port and starboard side spacer members as shown by members292p and 292s (FIG. 10). A matching set of internal guide frames 288s,289s and 290s are positioned on the starboard side of the pipe take-offstructure 30 for guiding the aft positioned second track assembly 104which forms part of the tensioning device 34. These internal guides arereinforced by matched exterior side frame members illustrated by frames294p and 294s in similar fashion to that described above for thestraightening device 34. The third track assembly 106 which forms partof the tensioning device 34 is similarly set in internal guide frames296p which is formed by parallel structural members 298p, 299p and 300pwhich are affixed to the side frame members as shown by frame 294s (FIG.10) and then to arcuate member 260p. Side spacer members 302p,s and304p,s, respectively, are provided for positioning the middle internalguides 299s, p. A starboard set of structural guide members 298s, 299sand 300s, are also provided for mounting the third track assembly 106.The lower guide frames 300p and 300s are spaced from matched exteriorframes by similar spacers.

The straightening device 32 is formed by the first track assembly 102and the hydraulic positioning rams 306p and 306s which are positioned onthe port and starboard sides of the main track carriage 308,respectively. Guide rollers 310p, 311p and 312p are rotatably mounted onthe port side of carriage 308 in a position to contact the internalguide frames 282p 283p and 284p, respectively. The operation of the rams306p and 306s permit both sliding, S1, and pivotal, S2, adjustment ofthe first track assembly 102 with respect to the upper and lowerpositioned internal guide frames 282p, s, and 284p, s. The hydraulicrams 306p and 306s are pivotally connected by fixed ears 314p and 314sto the aft structural spacer member 273. The hydraulic ram pistons 316pand 316s are also pivotally connected to the port and starboard sides ofthe main carriage 308, respectively, via connections 317p and 317s (FIG.9). Sprocket gear wheels sets 318 and 320 are rotatably mounted inbearings on the top and bottom ends of the main carriage 308 forsupporting a corresponding series of track mechanisms 322. Adjustablesprocket gear sets 324 and 326 are mounted on the aft side of the maincarriage 308 on hydraulic cylinder mounts 325 and 327, respectively, foradditionally supporting the series of track mechanisms 322.

The series of track mechanisms 322 are further described below withreference to FIGS. 9, 10 and 17-19. The first track assembly 102 has anidler assembly generally designated as 328 which provides a series ofidler roller sets which force the flexible chain tracks 322 into contactwith the operational lines array 35. Further details of the operation ofthe first track assembly 102 and the idler roller assembly 328 are setforth below. Jacuator adjusters 329 are provided to manually changepositioning of the rollers to establish selected curvatures. Themounting and operation of the straightener device 32 permits variouscurvatures to be formed by the flexible sets of tracks 322.

The second track assembly 104 which, in part, comprises the tensionerdevice 34 is also positioned by hydraulic rams 330p and 330s which arepositioned on either side of the second track assembly main carriagebase 332. Port side guide rollers 334p, 335p and 336p are rotatablymounted on the port side of the main carriage member 332 (shown in FIGS.33 and 34) for engaging the parallel structural guide members 288p, 289pand 290p, respectively. Starboard guide rollers 334s, 335s and 336s areprovided for the starboard side of the main carriage 332 and forcontacting the corresponding structural guides 288s, 289s and 290s.

A similar set of shorter rams 338p and 338s are provided for the thirdtrack assembly 106 which forms the second part of the tensioning device34. The third track assembly is positioned by these rams within the portand starboard structural guide sets 298s, p, 299s, p and 300s, p. Guiderollers 340p, 341p and 342p are positioned on the port side of maincarriage member 344 for providing rolling contact along the port guideframe sets 298p, 299p, and 300p.

Hydraulic motors 346s and 348s are provided for the starboard side oftrack assembly 104 in order to drive a set of flexible chain tracks 349which are mounted on corresponding sets of driven sprocket gears 350 and351, respectively, shown in FIG. 34. An idler roller assembly 352 isprovided for the set of tracks 349 and corresponds in relative positionto the idler assembly 328 for the first track assembly 102. FIG. 10shows representative adjustment cylinders 353s, p which permit variationin applied force for the idler roller assembly 352. The opposingoperational lines support pads pairs 354a and f are positioned on eitherside of the operational lines array 35. Also configured backup rollers355a and 355f are shown in phanton as used for assemblies 104 and 106.

Similar guides and idler assemblies are provided for the third trackassembly 106. The detailed description of track assemblies 104 and 106is set forth in connection with Figures 33-35, below.

An alternate track assembly arrangement for the third track assembly 106is to mount the hydraulic rams 338p and 338s between the main carriages332 and 344 of the two opposing track assemblies 104 and 106. It isnecessary to provide for imposition of different forces on theoperational line array by these two opposed track assemblies since trackassembly 106 provides the third force zone of a three zone straighteningsystem as described with respect to FIG. 3. The force exerted at thethird zone for straightening is of course separate from the tensioningforce which is exerted through any alternate hydraulic rams connectedbetween the main carriages. In this modification the hydraulic rams 330sand 330p would provide the straightening force exerted by assembly 106.

Other features of the pipe take-off structure 30 are the pivotallyconnected working floor panels 356 and 358 which can be adjusted withrespect to various operating positions of the cradle member 260p. Also alower winch housing 360 and A/R cable winch 362 are attached to thebottom side structural members 346s and 364p on diagonal aft beams 363p,s which are mounted at the bottom ends thereof on base side beams 365p,s. Fore positioned diagonal beams 366p, s are also mounted on the baseside beams 365p, s.

A pipe clamp 367 is positioned within the operating lines array opening368 which is formed by an open box structure 369 constructed of I beams369a,f,p,s. A pipe aligner double clamp set 370 is pivotally attached bya connections 372s and 372p to the interior of the frame membersconstituting the pipe take-off structure 30. This pipe aligner clamp sethas two hydraulic rams 374 and 376 which are coordinated to operate aclamp about the rigid walled pipe lines in order to align the samewithin the operational line array 35. The two hydraulic rams can beutilized for positioning and aligning all of the rigid walled pipeswithin the operational lines array.

Pipe Take-Off Support Carriage

The support carriage 120 of FIGS. 12-14 has a starboard baselongitudinal beam 390 which is connected to fore and aft transversebeams 392 and 394. The port side of these structural beams are connectedto a port frame member 396 to complete a generally rectangular framebase construction. Additional intermediate base frame members 398 and400 FIG. 13) are provided parallel to the starboard and port beams 390and 396. Upon this base frame a starboard bearing housing 402 issupported by a series of six structural members 404, 406, 408, 410, 412and 414 are secured at the bottom ends thereof to the above-describedframe base members. The bearing housing 402 provides rotational supportfor the axle 116 of the pipe take-off drum 26. A similar port sidebearing housing 415 is supported by the six port side structural members416-426 which are secured at the lower ends thereof to the frame membersabove described.

The bearing housings 402 and 415 are separated by a distance sufficientto accomodate the drum 26 and the support frame structure 114. A gussetframe 426 is also positioned between the bearing collars 402 and 415 atthe fore end of carriage 120 and contains two hydraulically operatedlocking pins 428 and 430 for engaging openings in the periphery of thecradle members 260p and 260s in order to secure the same againstrotation when mounted between the bearing housings. This gusset frame426 is constructed of vertical members 427p and 427s and diagonals 429pand 429s. The vertical lengths of the structural supporting members404-414 and 416-426 are sufficient to accomodate the pipe take-off drum26.

Also provided on carriage 120 are a series of reinforcement gussets 432,434, 438 and 440 as shown immediately under bearing collar 402. Asimilar set of reinforcement gussets denoted as 442 are provided for theport bearing collar 414.

Carriage 120 is mounted for transverse level winding movement of asupport frame by roller caster sets 444 and 446 which are positioned onthe fore structural member 392. A similar set of roller casters 448 and450 are connected to the aft base structural member 394.

Additional reenforcing base frame members 452, 454 and 456 are providedas shown in FIG. 14 in order to provide additional rigidity for the baseframe. Also a cross beam reenforcement assembly 458 is provided withinthe gusset bracket 426. Openings 459s and 459p are provided in diagonalsupports 429s and 429p for accomodation of hydraulic motor drive gearsas described for FIG. 16, below, for operational rotation of the supportframe structure 114.

The pipe take-off structure 30 and its associated cradle support framestructure 114 of the pipe take-off assembly 24 are shown in FIG. 15 withdrum 26 removed. The resulting view is in the nature of across-sectional elevation taken on line 15--15 as shown in FIG. 5. Theconfiguration of the frame members of the take-off structure 30 asattached to the arcuate cradle frames 260s,p is shown by this FIG. 15.Structure 30 houses the straightening device 32 and the tensioningdevice 34 as described with respect to FIG. 8 above.

Frame members within this take-off structure 30 can be extensions of thespoke members 250p, 256p, and 259p which are connected by their radialinnermost ends to the bearing sleeve 257p which is rotatably mounted onaxle 116. A radial spoke member 462p is integrally affixed to bearingsleeve 257 p on the opposite side from its connection with frame spokemember 256p. The radial outer end of spoke member 462p is connected tothe upper fore end of arcuate frame member 26op. In a like fashion spokeframe member 250p forms an integral connection with the arcuate framemember 260p on its radial outermost end. Additional frame spoke members466p, 468p and 470p are provided between the collar 257p and the arcuateframe member 260p. A sprocket chain track 472p is affixed to theperipheral rim 474p of cradle frame member 260p. The hydraulic motor118s is affixed to the support carriage 120 and is fitted with a drivesprocket gear (FIG. 16) which interfits with the sprocket chain 472s inorder to rotate the frame structure 114 about the axle 116. The framestructure 114 and the attached pipe take-off structure 30 are thusrotated about axle 116 which is supported by the support carriage 120and the brace members mounted on the starboard and port sides thereof asdescribed with respect to FIGS. 12-14 above. Thus the support framestructure 114 fits within the space between the bearing collars 402 and415 in FIGS. 13 and 14 on either side of the drum 26. The port sidesupport braces 416, 426 and 424 of the support carriage 120 are shown inphantom lines.

Level Wind Feature Of Pipe Take-Off Assembly

The support carriage 120 is mounted on transverse support beams 476 and478 which are affixed to the main deck 18 of vessel 10. These are "T"cross-section beams and the roller supports 444 and 448 are positionedunder the carriage 120 are designed to fit under the top side edges ofthe "T" configuration of these support beams in order to permittransverse movement of carriage 120 together with the supported pipetake-off structure 30 and the frame structure 114. The configuration ofthe roller brackets is such that rollers are disposed both on the topsurface and below the top portion of the "T" support beam whereby thepipe take-off assembly will not be rolled or pitched off from thesupport beams 476 and 478 in heavy seas.

Also shown is the fore gusset frame 426 within which is mounted thehydraulic cylinder pin 428 which is designed for entry into openings onthe starboard rim 474s of the cradle member 260s in order to preventrotation of the same from a given fixed working position. A matchingcylinder pin 430 is provided for entering openings in the port cradleframe 260p.

Also shown in FIG. 15 are the guide frames 282p, 283p and 284p whichprovide tracks for the straightener device 32. The intermediate guideframes 283p and 283s are connected by spacers to exterior frames shownas 285p and 285s in FIG. 9. These exterior frames serve to transmitforce from the cross brace 273 forward to the arcuate frame members 260pand 260s when the hydraulic rams 306p and 306s are exerting force on themain carriage 308 of the straightener device 32.

In similar fashion exterior frame 480p and an intermediate exteriorframe 482p are associated with structural guide set 287p . Theintermediate frame pair 482p and s provide for the transmission of forceexerted by hydraulic rams 330p and 330s to arcuate cradle members 260pand 260s.

Also shown in FIG. 15 are a series of plating panels 484p, 486p, 490p,and 492p which are successively forward positioned up to a triangularpanel shape member 494p, which is located in the fore position of thepipe take-off structure 30. A series of openings 496 are provided atlocations along the edges of the panel members in order to provideinterior lighting for the pipe take-off structure 30 which is of coursealso lit by known marine lighting devices.

An entry port 498p is provided as shown in mounting panel 500p. Thisport is used for gaining access to the work floor area 355 via a stairset mounted on carriage 120 (not shown). The pivotal working platforms356 and 358 are shown in their horizontal down positions in FIG. 15. Thesubfloor base frame 365 is shown spaced below the support floor frame364p and the interconnected diagonal braces 363p and 366p.

Pipe Take-Off Structure Rotation

The support frame structure 114 of the pipe take-off assembly 24 isrotated into various angular positions by hydraulic motor 118 as shownin FIGS. 15 and 16. A sprocket chain gear 506 interfits with thesprocket chain 472s which is in turn mounted on cradle rim 474s. In thepreferred embodiment described herein, only a single hydraulic motor 118is employed. If desired this hydraulic motor shown in the starboardposition with respect to the frame structure 114 can be balanced by asimilar hydraulic motor also mounted on carriage 120 on the port sidethereof. In this event a second sprocket chain is also utilized on theport edge of the rim 474p.

As shown in FIG. 16 the sprocket gear 506 is fitted with a mountingshaft 508 which is integrally attached within gusset frame member 429sof the gusset frame 426. A bushing 510 provides for rotation of sprocketgear 506 about the mounting shaft 508.

The sprocket mounting adapter 512 of hydraulic motor 118 is designed torotate within the stationary base 514 to thereby transmit rotationalforce to the sprocket gear 506 which is interconnected thereto by aseries of bolts shown as 516 and 518. The hydraulic motor front bracket520 is integrally affixed to a pump base 522 which is in turn integrallyconnected to the carriage frame 120. A useable hydraulic motor 118 is aHagglunds Series 80, Model No. 8385.

The angular rotation of the frame structure 114 about axis 116 in turncontrols the position of the operational lines exit port with respect tothe stern 28 of vessel 10. This angular positioning controls the waterentry angle of the operational lines array 35. Higher entry angles up to90 degrees are used for deep water layouts. The hydraulic cylinder pins428 and 430 secure the various set positions.

STRAIGHTENING AND TENSIONING DEVICES IN DETAIL

The straightening device 32 shown and described in reference to FIG. 8can be constructed with the track assemblies 102 arranged in one ofseveral configurations. As shown in FIG. 8, the track tension idlersprocket gears 324 and 326 can be supported on adjustment mechanisms 325and 327 as shown for the track sets 322. It is also possible to providethe tension in track sets 322 by other slightly modified mechanicalconfigurations as described below with respect to FIGS. 17, 18 and 19.

The tracks 322 can be arranged with operational line suppor padsextending across two or three sprocket chains so that the operationallines array is contacted at a given position by a single support pad.Alternately, separate support pads can be mounted on each of two orthree sprocket chains in order to contact single operational lines orpairs of lines as shown in FIG. 10.

The first track assembly which contacts the operational line array 35after it passes over the pipe take-off drum 26 should be capable offorming and maintaining an adjustable curvature in order to provide astraightening function for various sizes of rigid wall pipes in anoperational lines array.

A preferred configuration of a straightener/tensioner track assemblywhich can be used for assembly 102 and, with some modification toprovide for adequate hydraulic power, also for assemblies 104 and 106 isshown in FIGS. 17-19. In this configuration the sprocket chain tensionsprocket gears 324 and 326 are mounted by fixed brackets 530 and 532.The tension is exerted on the operational lines track sets 322 by themounting sprocket gear sets 318 and 320 which are integrally mounted onaxles 534 and 536, respectively, on either end of the assembly 102.These axles 534 and 436 are common to the sprocket gears 538, 539 and540 which are mounted on axle 534 and the sprocket gears 542, 543 and544 which are mounted on axle 536 and are transversely spaced from oneanother. Axle 534 is mounted in a bearing housing 546 on the starboardside and in a bearing housing 548 on the port side. These bearinghousings 546 and 548 are adjustable linearly away from the supportcarriage base 308 by means of hydraulic cylinders 550 and 552,respectively. The bearing housings 546 and 548 are slidably mounted infixed C brackets 554 and 556, respectively. Identical bearing housings558 and 560 are provided on the opposite end of the main housing 328 forrotatably mounting axle 536 and these are slidably adjusted by hydrauliccylinders 562 and 564, respectively, within the C brackets 566 and 568.

The C brackets are slidably mounted on extensions 570, 572, 574 and 576of the starboard side plate 578s and the port side plate 578p.Reenforcement studs 580, 582, 584 and 586 are also provided for mountingthe C brackets.

The operation of the hydraulic cylinders 550, 552, 562, and 564 permittensioning of the sprocket chain track assembly 322 about the main trackcarriage frame 328. This frame consists of sides 588 and 590 which arejoined to the starboard and port side walls 578s and 578p in order tocomplete a box frame structure. Starboard and port side mountingbrackets 592s and 592p are also attached to the main frame 328.

Guide roller assemblies 310s, 311s and 312s are shown attached to themounting bracket 592s. Similar guide roller assemblies 310p, 311p and312p are mounted on the port side bracket 592p. Guide roller assembly310s contacts the frame guide member 282s which can be projected fromFIG. 8. Similarly roller guide assembly 311s contacts frame guide 283sand roller guide 312s contacts frame guide member 284s. The port sideroller assemblies 310p, 311p and 312p contact the corresponding portside frame guide members 282p, 283p and 284p as shown in FIG. 8. Thus,movement of the track assembly 102 toward and away from the pipelinearray 35 is provided by operation of the hydraulic rams 306s and 306p.The piston rod connection mounts for the hydraulic rams are denoted as317s and 317p and are formed in the side walls 578s and 578p and also inthe mounting brackets 592s and 592p in a centrally disposed locationclose to the pipeline contacting position.

The use of only two guide roller assemblies on either side of the trackassembly 102 which are spaced from the force plane in which thehydraulic rams 306s and 306p function permits a slight rocking motion ofthe assembly as required to adjust to various pipeline diameters andarray configurations. This rocking motion S₂ is in addition to theprimary sliding, linear movement S₁ of the track assembly 102 due tooperation of the hydraulic rams 306s and 306p. These motions are shownby the double headed arrows in FIG. 8.

As shown in FIGS. 18 and 19 three pairs of main sprocket wheels or gearsare positioned laterally across the track assembly 102 and are spacedfrom one another along the axles 534 and 536. Each of these pairs ofsprocket gears supports a separate sprocket chain 596, 598 and 600 asshown in FIG. 19. The sprocket chain 596 when placed about the trackassembly 102 then contacts sprocket gears 538 and 542 (as well as idlersprocket gears 324 and 326 on the stern side when mounted as shown inFIG. 8). The fore side of the track assembly 102 contains a series ofnine curvature idler rollers 602 which are slidably mounted within thebox frame of the main carriage 308. The mounting arrangement for thecurvature idler set 602, as well as for the parallel idler sets 604 and606, is affected by placing partition walls 608 and 610 parallel to theside walls 578s and 578p within the box frame in order to divide thesame into three compartments. The curvature idler sets 602, 604 and 606are then slidably mounted within these three compartments

FIG. 19 shows one of the curvature idlers in the 602 set on a mountingframe 612 which is slidably mounted between side wall 570 and partitionwall 608. The mounting frame 612 is connected to an adjustment screw 614which is in turn controlled by a jactuator 616 which can be adjustedfrom a side port 618 in order to move the carriage 612 relative to themain carriage housing walls. These walls 570, 608, 610 and 572 togetherwith the spacer walls 620 and 622 form the curvature idlers supportassembly.

Each of the idlers in the idler sets 602, 604 and 606 is similarlyprovided with an adjustment screw and a jactuator for adjusting theposition of the idlers in order to contact the operational lines arraywith the pipeline support pads 624, 626, 628, 630, 632 and 634 as shownin FIG. 19. This individual adjustability feature for each idler rollerin the roller sets 602, 604 and 606 then permits various curvatures tobe established for each of the operational lines in the array.

If desired the pipeline support pads 624-634 can be joined into a singletransverse pad extending across the width of the operational lines array35 when different curvatures between the operational lines are notneeded.

The set of jactuators 636 which adjust the position of the middle set ofcurvature idlers 604 are offset from the jactuator set 638 of whichjactuator 616 is shown in FIG. 19 and the jactuator set 640 whichadjusts the curvature idler set 606. The reverse positioning of thejactuator operators 642 and 644 on the middle set of jactuators 636 thenpermits adjustment of this middle set of jactuators through the openings646 and 648. The two outer sets of jactuators are adjusted by theoperators 650 and 652 as shown in FIG. 19.

Straightener/Tensioner Device Variability

A number of degrees of flexibility are provided by thestraightener/tensioner device 102 as described herein with respect toFIGS. 8-10 and 17-19. The more significant of these are as follows:

1. The idler assembly 10 with its individually adjustable curvatureidlers permits incremental changes in curvature of the operational lineswithin the array 35. As the pipeline array comes off the drum 26 theseidlers and their associated tracks establish the adjusted curvature needfor controlled straightening.

2. The mounting of the track assembly 102 on the parallel guide frames282s and 282p and on 284s and 284p for reciprocation by the hydraulicrams 306s and 306p via the roller pairs 310 and 312 mounted on eitherside of the track assembly 102 provides for both a reciprocal movementdenoted by the double headed arrow Sl and a slight rocking arcuatemotion denoted by double headed arrow S2 (FIG. 8).

3. The intermediate roller pair 311p and 311s provide additional slidingcontact within the pipe take-off assembly 30.

4. The sprocket chain sets 596, 598 and 600 can be easily removed byretracting the tensioning hydraulic cylinders 550 and 552 as well as theopposing cylinders 562 and 564 in order to remove the tension from thesprocket chains. These chains may then be removed by removal of one ofthe linking pins while the main carriage 328 remains in its positionwithin the pipe take-off structure 30. In this manner the pipe supportpads 624-634 can be exchanged and/or replaced in order to accomodatevarious operational line arrays having different diameter operationallines therein.

5. It is also possible to operate the track assembly 102 with varyingdegrees of curvature for contacting the pipeline arrays by reason of theadjustments provided by the jactuator sets 636, 638 and 640. This isparticularly significant with respect to use of two of thestraightener/tensioner assemblies 102 as the track assemblies fortensioning device 34.

The arrangement of the pipe straightener device 32 with respect to drum26 provides the two pipe straightening force zones A and B as describedwith respect to FIG. 3. The placement of the track assembly 106 belowthe two force zones A and B permits the use of track assembly 106 toprovide a third force zone C. In this manner the drum contributes zone Aand the need for a fourth track assembly in order to provide one of theforce zones is eliminated thus reducing the capital cost of the pipetake-off assembly 24.

Another advantage of the straightener device 32 and the tensioningdevice 34 in the locations shown in FIGS. 3 and 8 with respect to drum26 is that only a few mechanical devices are required for providing bothpipe straightening and tensioning. This configuration permits thecontacting of the operational lines array 35 by the straightening device32 prior to engagement of the array by the tensioning device 34. Thispermits the proper functioning of the tensioner device 34 which must beoperated in order to have the same force exerted on both sides of theoperating lines array 35. When the zone B primary pipeline straighteningforce is exerted by one of the two tensioning devices this equalizationof tensioning force is more difficult to control since zone B balancesthe zone A and B forces. Therefore, it is preferred and operationallysignificant to have the pipeline array contacted by the straightenerdevice 32 as it is unspooled and taken off the pipe take-off drum 26prior to contact with the tensioner device 34.

AUXILIARY REEL STRUCTURE

Auxiliary reel 36 has a range of transverse positions across the maindeck 18 of vessel 10 from the port side 12p to the starboard side 12s asshown by the double headed arrow 660 in FIG. 20 between the port sideposition illustrated in full lines and the starboard positionillustrated in phantom lines. The transverse movement from the port sideto the starboard side and vice-versa is termed the level windpositioning of reel 36. For this purpose a level wind track assembly 662is provided for this auxiliary reel. The reel is supported on the levelwind track assembly by the reel support structure 38 which is formed bytwo A-frames 664 and 666 which are described in detail below.

Also shown in FIG. 20 is the pedestal crane 68 which is mounted to maindeck 18 above the hull 12 and which is provided with an operatingplatform 668.

The second auxiliary reel 40 is similarly mounted on main deck 18 on alevel wind track assembly 670 which provides for transverse movement ofreel 40 between the port position illustrated in solid lines and thestarboard position illustrated in phantom lines as indicated by thedouble headed arrow 672. The diesel exhaust ports 70 and 72 are alsoshown on either side of the second auxiliary reel 40. The reel 40 issupported on the level wind track assembly 670 by two support frames 674and 676 which will be described in detail below.

Auxiliary reel 40 and its associated level wind track assembly 670 andthe associated frame supports 674 and 676 are illustrated in FIGS.22-28. The reel 40 is constructed with a central hub 678 and an outerstorage drum 680 on which a single or multiple wound operational line isreeled for storage. The outer reel flanges are illustrated in FIG. 22 bythe starboard side flange 682 which has a continuous sprocket chain 684affixed to the periphery thereof. A series of spoke frames 686-710 areprovided for connecting the inner hub 678, the storage drum 680 and theside rim 682 in order to form the reel 40. As shown, alternate framesspokes are connected toward the center of the central hub 678 with theintermediate frame spokes positioned toward the outer edge of thecentral hub. Additional frame spokes are aligned with the frame membersof the starboard frame 676 and are thus not shown. Also a reenforcingframing is placed inside the storage drum 680 when desired.

As shown in FIG. 23, the side rim 682 is spaced from the correspondingport side rim 712 by the width of the storage drum 680. The reel 40 ismounted on an axle 714 which is provided with axle bearing housings 716sand 716p. The starboard and port axle bearing housings are, in turn,mounted on the reel frames 674 and 676 respectively. The starboard reelframe 674 is formed by triangularly arranged frame members 718s, 720sand 722s which are inclined from the frame base 724 upwardly toward apedestal plate 726s which provides the foundation for the axle bearinghousings 716s as shown in FIG. 23. This exterior set of slanted framemembers 718s, 720s and 722s are matched by an interior set of interiorframe members 725s, 726s and 728s which are positioned in the verticalplane. All of these reel support frame members are connected at theirbottom ends to the reel support frame base 724. In order to reenforcethe support frame 676, side gussets 730s and 732s, as well as endgussets 734s and 736s, are provided for the starboard frame 674. Similargussets are provided on the port side.

As seen in FIGS. 26 to 28 the same reel support frame construction isemployed on the port side of reel 40 by means of support frames 718p,720p and 722p on the exterior of the support frame and elements 725p,726p and 728p on the interior position. The port side frame supports abearing pedestal 726p.

The reel support frame base 724 is in a flat frame configuration withstarboard and port I-beams 738s and 738p disposed to the outer sideswith reenforcing I-beams 740s and 740p spaced to the interior thereof.These I-beams are connected on the fore end by transverse fore I-beams742 and aft transverse I-beam 744. Additional reenforcing frame pipes746, 748 and 750 are provided in a transverse positioning in order tointerconnect the longitudinally aligned I-beams 738 and 740. Diagonalreenforcing pipe frames 752 and 754 are also provided in the same baseplane.

Level Wind Assembly For Auxiliary Reels

The level wind track assembly 760 for reel 40 is shown in FIGS. 22-25.This assembly includes a pair of transversely positioned I-beams 756 and758 which are positioned on main deck 18 and a hydraulic motor 760 whichis affixed to main deck 18 by a mounting pedestal 762 which isintermediately positioned between the pair of I-beams 756 and 758. Thehydraulic motor 760 is provided with a speed reducer 764 to which foreand aft axles 766 and 768 are connected for power transmission. A foreset of flexible couplings 770 and an aft set 772 are provided in orderto connect fore jactuator and screw assembly 774 and aft jactuator andscrew assembly 776 as shown in FIG. 24. The jactuator assemblies areprovided with worm gear housings 778 and 780 within which worm gearscontact the transversely positioned screws 782 and 784.

The aft jactuator and screw assembly 776 is shown in FIG. 25 with thepower transmission screw 784 extending transversely under the reelsupport frame base I-beams 738s and 738p. The power transmission nut 786is shown connected to the bottom of the starboard I-beam 738s.

The reel support frame 42 is mounted on the parallel I-beams 756 and 758by roller shoes 788s and 788p at the fore side (I-beam 756) and 790s and790p at the aft side. These roller shoes 788 and 790 are constructedwith a roller housing 792 which provides for under-positioned casterrollers 794 and 796 for contacting the underside of the T configurationtop end of I-beam 756 as shown in FIG. 24. Side mounted caster wheels798a and 800a are also provided for the aft roller shoes and are matchedfor the fore roller shoes. The main bearing force of a loaded wheel istaken up by an endless roller set 802 which is contained within theroller housing 792 and is shown schematically in FIG. 24. Pedestalplates 804 and 804a are mounted on top of the housings 792f and 792a,respectively.

The operation of the level wind track assembly 670 is provided by motivepower from hydraulic motor 760 which is transmitted via the flexiblecoupling sets 770 and 772 to the jactuator and screw assemblies 774 and776. The power screws 782 and 784 then transmit rotational power to thedrive nuts illustrated as 786 in FIG. 25. Screw 782 is fitted to a fixedbearing housing 785 on the port side of carriage 42. The reel supportframe 42 is thus caused to move transversely across the parallel I-beams756 and 758. Reverse operation of hydraulic motor 760 reverses theoperation as shown by double headed arrows 672 in FIGS. 21 and 25.

The roller shoes 788s and 788p and 790s and 790p permit controlled, lowfrictional movement of the reel 40 and the reel support frame 42transversely across the I-beams 756 and 758. The under positioned casterwheels 794a, 794f, 796a and 796f prevent the reel 40 from being tossedoff of the parallel I-beam tracks in heavy seas.

Auxiliary Reel Operational Lines Spooling

The auxiliary reels 36 and 40 are fitted with hydraulic motors which areused for spooling of operational lines on to the reels. It is preferableto provide either two or four such hydraulic motors for each of thereels 36 and 40. As shown in FIGS. 22 and 23, hydraulic motors 806 and808 are mounted on reel support frame base 724 and are provided withsprocket gears 810 as shown in FIG. 23 which are intermeshed withsprocket chain 684. Upon operation of the hydraulic motors 806 and 808in order to rotate the reel 40 in a clockwise direction as shown in FIG.22, operational line(s) can be reeled on the storage drum 680 ofauxiliary reel 40. During the unspooling operation the hydraulic systemsproviding power to the two hydraulic motors 806 and 808 can be operatedin order to provide breaking force for the reel 40 in order to provideadditional tension for the operational lines which are being paid outover the drum 26 for layout.

First Auxiliary Reel Details

FIGS. 29 and 30 illustrate the first auxiliary reel 36 supported by itsreel frame 38. The construction of the reel and support frames 36 and 38together with the level wind track assembly 662 is similar to theconstruction described for the auxiliary reel 40 in FIGS. 22-28. Themain differences are in the construction of the reel 36 wherein a seriesof intermediate reenforcing members 812-840 are provided for the radialspoke frames 842-868 which are connected to the central hub 870 and theside rim 872 as shown in FIG. 29. The operational lines drum 874 is alsoconnected at the starboard and port edges thereof to the frame spokes842-868. Internal reenforcement members are provided for the drum 874 asshown in FIG. 30. Cross support beams 876 are provided for each pair offrame spokes which are illustrated by the starboard spoke set 842-868.For each of the cross beams 876 a set of three reenforcing struts 878,880 and 882 are provided for connecting the drum 874 with the centralaxle 884. Internal reenforcing blocks 886 and 888 are also provided inthis construction. Opposite each such three-strut reenforcement braceconfigurations in the reel 36 is a two frame reenforcement braceconsisting of frames 890 and 892 which are connected at their outer endsto a cross frame 894 and at their inner ends to the axle 884. Thisinternal reenforcement provides for a reel 36 having sufficient bearingstrength to support a load of spooled rigid walled pipeline.

A similar internal reenforcement arrangement is preferably provided forthe auxiliary reel 40.

FIGS. 29 and 30 illustrate the use of four hydraulic motors 896s and896p on the fore side of the reel and 898s and 898p on the aft side.These hydraulic motors are arranged to contact two sprocket chains 900sand 900p positioned on the side rims 872s and 872p of reel 36. Thesehydraulic cylinders and sprocket chains operate similarly to thehydraulic motors 806 and 808 together with sprocket chain 684 describedwith respect to reel 40.

The hydraulic motors 896s,p and 898s,p are mounted on a base frame 902of the reel support frame 66. As described with respect to reel 40parallel I-beams 904 and 906 are provided for a level wind trackassembly 662 which is constructed as described with respect to FIGS.22-25 for reel 40.

The support frames 666s and 666p are constructed as described withrespect to the reel support frame 42 with the exception that additionalreenforcing pipe frames 908s, 910s, 912s and 914s are provided for thestarboard reel support frame 666s. Similar reenforcement pipe frames areprovided for the port side support frame 666p. The two reel supportframes mount the axle bearing housings 916s and 916p as shown in FIG.30.

MAIN REEL LEVEL WIND ASSEMBLY

The main reel level wind assembly 48 is founded on the reel supportstructures 14 and 16 immediately aft of the main reel 20. As shown inFIG. 31, the mounting bases 920s and 920p are positioned at the aft edgeof main reel 20. The assembly towers 922s and 922p have reduced diameterextension portions 924s and 924p about which are mounted a level windroller carriage 926. This carriage is supported between the towerextensions 924s and 924p by a lower transverse frame structure 928 andan upper frame 930. The lower transverse frame 928 has tower extensionfollower sleeves 932s and 932p which permit vertical sliding movementalong the tower extensions 924p and 924s. As seen in FIG. 32 in phantonthe reel 20 is positioned between the two towers 922s and 922p. Thelevel wind roller carriage 926 contains a set of hour-glass starboardpipeline rollers 934s and 936s which are mounted in a box frame 938.This frame is in turn mounted between the frame member 928 andtransverse top frame 930. A walkway structure 940 is provided below thelower transverse frame structure 928 to permit personnel to adjust thepipeline roller pairs 934 and 936.

The lower transverse frame structure 928 is also connected to the upperframe structure 930 by side supports 942s and 940p. The upper transverseframe member 930 is provided with tower extension coupling rings 944sand 944p to enable sliding movement therealong.

The pipeline roller carriage 926 is mounted between the frame structures928 and 930 to enable level winding of the carriage in a transversedirection between the towers as denoted by the double headed arrow 946.The level wind arrangement power means employed is a centrally mountedhydraulic motor 948 which operates a jactuator and screw assembly (notshown) which is similar in operation to that shown in FIGS. 22-25 forreel 40.

Adjustment screws are provided for the pipeline hour-glass rollers 934s,934p, 936s, and 936p in order to accomodate for varying pipelinediameters. Also fore and aft mounted pipeline support rollers 950 and952 are provided for additional support for the pipelines as unreeledfrom main reel 20. The main reel level wind assembly is similar to thelevel wind assembly 560 of U.S. Pat. No. 4,269,540.

In operation, the power winches 954s and 954p located at the mountingbases of the towers are utilized for raising and lowering the rollercarriage 926 along with its supporting transverse structures 928 and930. The exterior mounted winch cables 956s and 956p extend from thewinches 954s and 954p upwardly along the outside of the columns andextensions thereto over the double pulley sets 958s and 958p wherebythey are attached to the upper frame slide rings 944s and 944p atconnections 960s and 960p.

The operation of the winches 954s and 954p permit the entire pipelineroller assembly 926 and its associated transverse structural frames 928and 930 to be moved vertically along the tower extensions 924s and 924pas shown by the phantom lines in FIGS. 32 to accomodate various pipelinewraps.

The main reel level wind mechanism 48 is operated positively throughhydraulic motor 948 and power winches 954s and 954p during the spoolingoperation in order to place the successive wraps on the main reel. Thehydraulic motor 948 is not used during unspooling since the pipetake-off assembly 24 is level wound transversely across stern deck 28 toassure correct alignment as the pipeline is unspooled. The pipeline ismerely fed through the hour-glass roller pins 934 and 936 for additionalsupport against wave motion.

The winches 954s and 954p are used to lower the roller carriage andframes 928 and 930 in a controlled manner as the successive pipelinewraps are unspooled so that the weight of the two frames is not on thepipeline(s).

The level winding provided for the operational lines take-off structure24 need not be across the full width of the main reel since apermissible fleet angle of about 1.5° can be accomodated on both theport and starboard sides by the assembly 24. The fleet angle is measuredbetween vertical construction planes positioned parallel to the vessellongitudinal axis and the center line of a given operation line beingunspooled.

TENSIONER TRACK ASSEMBLY

The tensioner track assembly 104 of FIGS. 33-35 was briefly described inrelation to FIGS. 8 and 10. The main carriage 332 consists primarily ofa front plate 966 and a rear plate 968 which are spaced by internalstarboard wall 970s and internal port wall 970p. Starboard and portmounting brackets 972s and 972p are positioned in a central location asshown in FIGS. 33 and 34. These brackets consist of inner and outerspaced inverted "U" shaped members which are connected to extensions ofthe spaced plates 966 and 968.

FIG. 34 shows mounting extensions 974s and 974p for mounting associatedbearing housings 976s and 976p. A driven axle 977 is rotatably mountedwithin these bearing housings and hydraulic motors 346 and 978 areprovided on either end thereof in order to supply rotational power.Reaction levers 980s and 980p are fixed to extensions 982s and 982p ofthe mounting brackets 972s and 972p. Similar mounting extensions 984sand 984p are provided for mounting bearing housings 986s and 986p forproviding rotational support for a driven axle 988 which is in turnrotated by hydraulic motors 348 and 990 which have reaction levers 992sand 992p similarly fixed to extensions of the mounting brackets oneither side.

The hydraulic motors 346, 348, 978 and 990 are thus arranged to rotatethe driven axles 977 and 988 in order to rotate the sprocket drive gearsets 350 and 351 about which flexible sprocket chain sets 349 arepositioned. As shown in FIGS. 33-35 two flexible sprocket chains 994sand 994p are provided in order to support a series of transversemounting plates illustrated by plates 996 and 998 in FIG. 35. A set ofindividual pipeline support pads 1000 for engaging two pairs ofoperational lines having two different diameters are affixed to themounting plates as shown in FIG. 35. This arrangement is distinguishablefrom that shown in FIG. 37 below where separate mounting plates are usedfor each operational line or pair of lines so that various curvaturescan be established for different lines. The tracks and support pads havebeen removed from FIG. 34 for clarity.

The idler roller assembly 352 is formed by five transversel disposedaxles having two rollers on each axle. The rollers contact the undersideof the flexible sprocket chain sets 349. Each of the five axles isindependently mounted on adjustment hydraulic cylinders illustrated bycylinders 353s and 353p in FIG. 35. Each of these hydraulic cylinderscan also be seen in FIG. 34 top view.

The side position mounting brackets 972s and 972p are formed withhydraulic ram connection points 1002s and 1002p through both of theinverted "U" spaced members thereof. Also guide roller assemblies 340s,340p, 341s, 341p 342s and 342p are provided for sliding contact withframe guide members 288s, 288p, 289s, 289p, 290s, and 290p inside ofstructure 30 as described with respect to FIG. 8.

Adjustment in tension of the flexible sprocket chain tracks 349 can bemade by the individual hydraulic cylinders 353s and 353p and also by theadjustment hydraulic cylinders 1004s and 1004p which operate to movedriven axle 977 with respect to the main carriage 332. Similaradjustment hydraulic cylinders 1006s and 1006p are used for mounting thebearing housings 986s and 986p respectively for moving the driven axle988 with respect to the main carriage 332. An additional adjustmenthydraulic cylinder 1008s and 1008p can be provided on either side ofdriven axle 988 in order to provide for minor advancement adjustments inthe track sets 349 during operation.

The tensioner track assembly 104 described with respect to FIGS. 33-35above is usually designed so that each of the adjustment cylindersillustrated by 353s and 353p in FIG. 35 for each of the five idlerroller axles operate at the same hydraulic pressure and therefore aresubject to the same force exertion and position. This technical facttogether with the rather short distance from one end of the rollerassembly 352 to the other in the direction of track travel means thatthis type of tensioner assembly is not designed for curvatureadjustment. Also the adjustment dimensions for movement of the axleswith respect to the mounting plate 966 is too small to accomodatecurvature adjustments of the type described with respect to thestraightener assembly 102 in FIGS. 17-19 above. For these reasons, thetensioner track assemblies 104 and 106 as shown in FIG. 8 are utilizedsolely for providing tension to the operational lines array. These arenot useable for straightening since they do not permit curvatureadjustment of the type required for use in the laying devices describedherein.

PIPE TAKE-OFF ASSEMBLY WITH STRAIGHTENER/TENSIONER DEVICE

A preferred form of the present invention with respect to operatingefficiency and capital costs minimization is shown in FIGS. 36-38.

This modification of the straightener/tensioner device has the advantageof permitting the layout of a multiple operational line array from aplurality of storage reels at lower than expected capital and operatingcosts.

In this modification the straightener/tensioner track assembly has thecapability of imparting an adjustable curvature to the pipelines in theoperational lines array. The device is fitted with hydraulic motors inorder to exert tension on the multiple lines. Thus, the adjustablecurvature established by the idler roller assembly provides a pipelinestraightening function and the use of hydraulic motors to power themultiple sprocket chain tracks provides a tensioning function. By use ofthis new type of straightener/tensioner assembly only two opposingassemblies are needed to constitute a straightening/tensioning devicewhich can then be positioned within the pipe take-off structure 30. Thedrum 26 provides the first force imposition zone A while the multilinetracks 1042 and 1044 provide zones B and C as illustrated in FIG. 36.Due to the curvatures which can be established in the tracks the lattertwo zones can be adequately spaced from one another.

The operational lines array 35 are thus gathered and set into ajuxtaposed array by the pipe take-up drum 26 shown in FIG. 36 prior toentry of the pipeline array between two opposing straightener/tensionermultiple track assemblies 1020 and 1022 straightener/tensioner multipletrack assemblies 1020 and 1022 which constitute thestraightener/tensioner device 1024. A planar array positioning in whichthe operational lines centers are in the same plane is preferred. Eachof the straightening/tensioning assemblies 1020 and 1022 are slidablymounted on starboard and port structural guides illustrated by guidemembers 1026p and 1028p for assembly 1020 and members 1030p and 1032pfor assembly 1022. As set forth with respect to FIG. 8, hydraulic rampairs 1034 and 1036 are pivotally connected by upstanding connectors1038s, p and 1040s, p in order to provide adjustment in positioning forthe straightening/tensioning assemblies. The engagement of guide rollerson the structural members 1026p, 1028p, 1030p and 1032p is the same asdescribed with respect to the embodiment illustrated in FIG. 8. Aisointermediate structural members corresponding to 289s, p of FIG. 15 areused in this modification.

The remaining pipe handling equipment such as the pipe aligner doubleclamp set 370, the pivotal floor panels 356 and 358, the A/R winch 362and the pipe clamp 367 are the same as described with respect to FIG. 8and hence the same numeral designation have been employed.

The tensioning function of the straightening/tensioning device 1024requires the use of motive power for the pipeline array contacting tracksets 1042 and 1044. This traction power is provided by eight hydraulicmotors which are mounted on the two ends of each of the four main axlesin the straightening/ tensioning device 1024. The starboard set of thesehydraulic motors are shown as 1046s, 1048s, 1050s and 1052s in FIG. 36.

FIGS. 37 and 38 illustrate in greater detail thestraightening/tensioning device 1024. The two assemblies 1020 and 1022which comprise device 1024 are of identical construction except thateach of the assemblies has the track sets mounted thereon in aconfiguration to grasp the various lines in the pipeline array in orderto exert tension there along. This positioning of the track sets thenconstitutes a difference between the assemblies when viewed side byside. In view of the identical construction only a single set ofidentifying numerals have been employed for the same elements in the twoassemblies except that the designations "a" for aft and "f" for forehave been used to designate the operating position of the assembly underdescription. The framing members of the pipe take-off structure 30 arethe same as those described in detail with respect to FIG. 8.

Straightening/Tensioning Assemblies

The straightening/tensioning assemblies 1020 and 1022 are similar tobasic construction to the straightening assembly illustrated in detailin FIGS. 17-19 with the important difference that in thestraightening/tensioning assemblies 1020 and 1022 hydraulic motors areprovided for driving the main axles which are best illustrated in FIG.18 as 534 and 536. The motive power for each of the assemblies isprovided by the four hydraulic motors above described and illustrated indetails in FIGS. 37 and 38. Reaction levers 1054s, 1056s, 1058s and1060s are provided for connecting the stationary bases of the hydraulicmotors to the assembly starboard and port side mounting brackets 1062aand f as illustrated in FIG. 38. The connections of these lever arms1054-1060 with the assemblies is through slot and pin connections 1064,1066s, 1066p and 1068s, respectively, in order to allow for adjustmentsin tensioning of the track sets 1042 and 1044 by the hydraulic pistons1070s, 1072s, 1074s and 1076s.

In operation the relative positions of the two assemblies 1020 and 1022are adjusted by operation of hydraulic cylinders 1034s and 1036s whichare shown in FIG. 38 in front of the support frames 1027p and 1031p,respectively. A pipeline array 35 can then be passed downwardly byrotation of the pipe take-off drum 26 and thence through the device1024. Upon activation of the hydraulic ram pairs 1034 and 1036 the twoassemblies 1020 and 1022 can be closed on either side of the pipelinearray so that the individual lines are caught between the opposing linesupport pads which are mounted on the endless sprocket chain track sets1042 and 1044 as shown in FIG. 37. As in FIGS. 17-19 the twostraightening/tensioning assemblies are connected at the port andstarboard sides of each of the main carriages 1080 and 1082 by pivotalconnections 1084s, p and 1086s, p, respectively.

As in FIGS. 17-19 guide rollers 1088s and 1090s are positioned tosupport assembly 1020 on the frame tracks 1026s and 1028s which can beunderstood from in FIG. 38. The central positioned guide roller 1092s ispositioned to contact the intermediate structural frame member 1027s.Corresponding guide rollers 1094s and 1096s and 1098s are provided onthe starboard side bracket 1062f.

The internal structure of each of the assemblies is the same asdescribed with respect to FIGS. 17-19. A series of jactuators adjustmentopenings 1100 and 1102 are shown in assemblies 1020 and 1022respectively. These jactuators adjustments permit the turning ofinternally mounted screws in order to position the multiple rollerguides independently. As shown in FIG. 38 nine roller guide sets areprovided for each of three endless sprocket chains which are employed tosupport the pipe pads for three pairs of lines which constitute thepipeline array 35 as shown in FIGS. 37 and 38. Sight openings 1104 and1106 are also provided through the various walls of the two assembliesto observe rotation of the jactuators screws therein.

The operation of the straightening/tensioning device 1024 permits thetwo assemblies to be opened and closed about the pipeline array via thehydraulic ram pairs 1034 and 1036 whereas operation of the internalhydraulic cylinder pairs 1070, 1072, 1074 and 1076 allows the tension onthe endless track sets 1042 and 1044 to be changed. The track curvaturenecessary to impart the straightening function while preserving thepipeline ovality and other dimensions by this novelstraightening/tensioning device 1024 is established by the mechanicaladjustment of the various screw jacks in order to set the guide rollersat varying positions linearly along the pipe array. The screw jackadjustment openings are formed on both the top and bottom sides of theindividual screw jacks as described with respect to FIGS. 17-19 abovesince it is necessary to adjust the central set of screws as well as thetwo outer sets of screws in a three track set system such as illustratedin FIGS. 37 and 38. This type of screw jack is sometimes referred as ajacuator.

The tensioning function is provided by motive force input through thehydraulic motors 1046s, p, 1048s, p, 1050s, p, and 1052s, p, which areconnected to the main axles as described above. The input power fromthese motors permits the tensioning along the pipeline array in anupward direction as shown in FIG. 38 in order to maintain desiredoperating tension on the pipeline array which passes downwardly throughthe pipe array clamp 367 and then into the water.

The multiple line track sets 1042 and 1044 of each of the assemblies1020 and 1022 are interconnected to one another through the sprocketgears and main axles 534 and 536. This interconnection provides formoving the lines in the operational array at a common velocity in thesame manner as provided by the interconnected grooves of the pipetake-off drum 26 in FIGS. 1-7. The pipeline support pads on the tracksets provide the supporting means for the array.

PIVOTAL RAMP INTERMEDIATE WATER DEPTH EMBODIMENT MULTI-LINE PIPELAYINGVESSEL

A dynamically positioned pipelaying vessel 1110 is shown fitted withmultiple reels and pipeline array handling equipment according to thepresent invention for aligning the array in a equipment comprisesmulti-track straightening and tensioning devices 1114, 1116 and 1118 asshown in FIG. 41 or a single combination straightening/tensioning device1120 as shown in FIG. 42. The main reel 1122 is mounted betweenstarboard and port main reel support structures 1124 and 1126 which aremounted on either side of a control tower 1128. The vessel is alsoequipped with a main reel level wind mechanism 1130 which provides forsimilar functioning as the main reel level wind mechanism described withrespect to FIGS. 31 and 32 above. The main reel corresponds to main reel20 and the first and second auxiliary line reels 1132 and 1134correspond to reels 36 and 40, respectively, illustrated in FIGS. 1, 3-5above.

The pivotal ramp 1112 replaces the pipe take-off assembly 24 in thisembodiment and provides the functions of straightening and tensioningthe pipeline array. It is necessary to pivot the entire structure 1112about the pivot axis 1136 shown in FIGS. 41 and 42 in order to achievevarious water entry angles for the pipeline array.

The large mass of the pivotal ramp and its length results in an increasein construction costs since the vessel must be long enough to accomodatethe ramp when in a nearly horizontal position as shown in FIG. 39. Whenthis length is then compounded by the placement of auxiliary reels suchas 1132 and 1134 a vessel of considerable longitudinal dimension must beconstructed. While the pipe laying vessel 1110 is not as shortlongitudinally as vessel 10 of FIGS. 1 and 2 it can nevertheless befitted with pipe handling equipment to permit the layout of multipleline arrays, shown here as three lines including a rigid walled pipeline1138 and two additional lines 1140 and 1142. Each of these lines issupplied from the separate reels 1122, 1132 and 1134 respectively.

The pivotal ramp 1112 is formed of a truss-work support ramp assembly1138 which is mounted on a rotating fixed axle 1136 and a series of fiveroller carriage tracks 1141, 1143, 1144, 1146 and 1148 which support alevel wind assembly 1150. The pipe handling equipment is mounted on thislevel wind assembly and consists of straightening and tensioning devicesmost of which can be mounted in a cage 1152. A pipe clamping assembly1154 designed to permit clamping of the three lines in the array 1155 isalso mounted on the level wind assembly 1150. As shown by FIG. 41 anddescribed above the straightening and tensioning devices 1114, 1116 and1118 are provided as the major pipe handling equipment. Also a sternmulti-line guide assembly 1156 is provided near the terminal pivotingend of the support ramp assembly. A stairway 1158 is also provided foroperational access as shown in FIG. 41.

The detail construction of the support ramp assembly 1150 and theoperation thereof with a curved pipe bending radius controller 1160 isconnected to the upper free end thereof has been described in priorpatents. A jack 1162 is provided between the roller carriage 1148 andthe pipe bending radius controller 1160 in order to change the positionthereof with respect to the incoming pipeline and the straighteningequipment. A dynamically positioned pipe laying vessel having a pivotalsupport ramp assembly for supporting a level wind assembly and a pipebending radius controller has been described in full structural detailwith respect to single pipelines in U.S. Pat. Nos. 4,269,540 to StanleyT. Uyeda et al; 4,230,421 to Springett et al; 4,345,855 to Uyeda et al;and 4,340,322 to Springett et al. The disclosures of those patents arehereby incorporated by reference as though fully set forth herein. Inview of this incorporation the description herein has been restricted toelements which are new over those patents or which are needed forunderstanding the operations of the herein described pipelaying vessel.

The pipe bending radius controller 1160 must be made wide enough toaccomodate multiple operational lines. Since it is frequently desired tounspool sets of multiple lines from the various reels a width greatenough to accomodate six to twelve lines in a horizontal array is used.This necessitates a widened level wind assembly 1150 and the provisionof support mechanisms spaced sufficiently to provide for the use ofstraightening and tensioning devices for accomodating wide operationalline arrays. Specifically, as shown in FIG. 41 the supporting cagesystem 1152 must be made as wide as the full width of the level windmechanism in order to provide for the placement of straightening andtensioning devices for accomodating the wide operational line arrays.

This invention incorporates the placement of straightening andtensioning track assemblies of varying widths and numbers of track setsonto the support ramp assembly 1138. As illustrated in FIG. 41 the pipebending radius controller 1160 is formed with a curved base and aplurality of operational lines supporting rollers 1164. The straightenerassembly 1114 can preferably be of the type disclosed for straighteningdevice 32 in FIGS. 8, 9 and 17-19 above. The track system is fitted withsingle operational line support pads so that three operational lines areprovided for in the configuration of FIG. 41. This is accomplished byexchanging the paired support system shown in FIG. 19 with singlesupport pads which act as supporting means for the pipeline array. Thestraightening track device 1116 in FIG. 41 can also preferably be of thesame type. It is this straightener assembly which provides the mainforce for straightening of the pipe in cooperation with forces providedby the straightening assembly 1114 and the lower track assembly of thetensioner device 1118. Reaction points, A, B, and C have been designatedon FIG. 41 for that purpose.

These preferred straightening assemblies 1114 and 1116 have adjustablecurvature multi-pipeline track systems which permit the fitting ofvarious pipeline diameters into the assemblies in a much more operativemanner than when only flat or minor variations in the contact plane ofthe track support pads is possible. Hence, the assemblies of the priorpatents are very difficult to use.

The tensioner assembly 1118 can be of the same type as shown for device34 in FIG. 8, 10 and FIGS. 34-36. This differs from previous tensionersemployed in single pipeline vessels in that multiple tracks are providedfor handling pipeline arrays so the equalized line tension can beimparted.

The multi-line track systems of the straightener and tensionerassemblies 1114, 1116 and 1118 are interconnected within each suchassembly to provide for moving the operational lines over each givenassembly at a common velocity.

After passing through the tensioner device 1118 the pipeline arraypasses over a support roller 1166 and then through an array guideassembly 1168. The line array clamping assembly 1154 has line clamps1170 and 1172 for the two smaller lines and a large double clamp set1174 for the main rigid walled pipeline 1138.

It is also possible to exchange the single pipeline track assembliesdisclosed in the above four U.S. Patents all of which are assigned tothe assignee hereof, with the herein described multi-track assemblies inorder to provide for the handling of multi-line arrays as set forththerein. The straightener assemblies of those patents are allhydraulically operated as a gang of guide rollers which means that theestablishment of various curvatures is not possible. It is alsonecessary to adjust the positions of the operational line support padsfor various diameters of lines. The former straightening assemblies didnot provide this required degree of flexibility. However, if therestricted operations are not objectionable the former hydraulicallyganged guide roller assemblies can be modified for multiple pipelinesand used as above stated within the fairly strict limitations. Thismodification would necessitate the maufacture and storage of a widerange of the changeable operational line track sets to accomodate arange of pipe diameter combinations.

Pivotal Ramp With Straightening/Tensioning Device

FIG. 42 shows the pivotal ramp 1112 of FIGS. 39-41 with a single pair ofopposing multiple line track assemblies 1180 and 1182 which are set intoa cage 1184 mounted on the level wind assembly 1150. As in FIG. 41 thethree operational lines 1138, 1140 and 1142 are shown bending over theradius controller 1160 and are then passed through the dual functionstraightening/tensioning assemblies 1180 and 1182. These assemblies arethe same as those described with respect to FIGS. 36-38.

The provision of independently adjustable guide rollers through thejactuator adjustments provides for the establishment of varyingcurvatures in order to accomodate different pivotal positions of theramp assemby 1112 which changes the optimum curvature for thestraightening function. The provision of hydraulic motors to drive thetwo main axles of each of the assemblies provides for tensionlongitudinally along the pipeline array length. The other componentssuch as the operational lines guide 1168 and the pipe clamping devices1154 are the same for FIG. 41.

In operation the lines 1138, 1140 and 1142 are placed into a horizontalarray on the pipe bending radius controller 1160 as they are unspooledfrom the respective reels 1122, 1132 and 1134. The lines are thengripped on both sides by the pipe support pads on thestraightening/tensioning devices 1180 and 1182 which are shown in detailin FIGS. 37 and 38. The desired curvature for all of the threeoperational lines including the rigid walled pipeline 1138 can beeffected by adjusting the individual jactuator adjustments. Forceexerted longitudinally along the exterior walls of the operational linesby the hydraulic motors 1046s, p; 1048s, p; 1050s, p and 1052s, p,provided tensioning of the lines in order to maintain the desiredcurvature in the lines between the vessel 1110 and the bottom of the seain which the pipeline array is being laid.

The use of the independent guide roller adjustability feature of thestraightening/tensioning assemblies 1180 and 1182 permit theaccomodation of a wide range of pipeline array configurations with arelatively small number of track sets.

SHALLOW WATER MULTI-REEL PIPELAYING VESSEL

Vessel 1190 shown in FIGS. 43 and 44 is designed for laying pipelinearrays in shallow waters up to about 1500 ft. in depth. The pipe exitangle or water entry angle range is from about 18° to 30°. The overalllength of hull 1192 can be only slightly longer than hull 12 shown inFIGS. 1 and 2. A main reel 1194 is mounted on reel support housings 1196and 1198 similar to vessel 10 of FIGS. 1 and 2. Also a first auxiliaryreel 1200 and a second auxiliary reel 1202 are positioned on the maindeck aft of the main reel in order to unspool two or multiple lines fromthese auxiliary reels into a straightening/tensioning device 1204 whichis mounted on a level wind assembly 1206 which is in turn supported on atruss work support base 1208. The device 1204 comprises twostraightening/tensioning assemblies of the form shown in FIGS. 36-38.

Pipeline array guides 1210 and 1212 are provided on the level windassembly 1206 similar to the pipe handling equipment shown in FIGS. 39and 40. A pipe clamp mechanism 1214 is also provided on the level windmechanism. The three operational lines 1216, 1218 and 1220 are gatheredinto a horizontal pipeline array just prior to entry into the pipestraightening and tensioning device 1204. This device 1204 isillustrated in detail in FIG. 38 and is mounted on the level windmechanism in a structural cage 1222 which is similar to the cage 1184illustrated with respect to FIG. 42.

In this embodiment advanced rollers 1224 and 1226 are provided foroperational line 1220 since it is positioned close to the fore end ofthe level wind assembly 1206. An additional roller 1228 is positionedfor contacting all three of the operational lines illustrated. The linesof course can be wrapped in multiples on each of the reels 1194, 1200and 1202 separately in the fashion illustrated in FIGS. 5-10 for layingout multiple numbers between three to twelve operational lines in thearray.

A bananna ramp 1230 is affixed to the stern end of the frame supportstructure 1208 at connections 1234 and 1236 (FIG. 44). The bananna ramp1230 is adjustable over the above range of degrees of water entry angleby an hydraulically powered cantilever support 1238 which is affixed tothe fore end of the ramp 1230. The ramp is constructed with a latticeframe base 1240 and main side columns 1242, 1244, 1246, 1248 and 1250.The latter four of these side members have rollers 1252, 1254, 1256 and1258 rotatably affixed thereon in order to provide rolling contact forthe operational lines array 1260 as it is unspooled from the storagereels 1194, 1200, 1202 and passed through the straightening/tensioningdevice 1204. If desired the bananna ramp can be replaced by a columnstabilized semi-submerged type stinger ramp such as shown in U.S. Pat.No. 3,685,305 and the roller can be separately vertically adjusted toprovide for a range of water entry anagles. The device 1204 and the ramp1230 function as an operational lines laying device. The multi-linetrack assemblies provide operational lines supporting means for thepipeline array.

Other features of the vessel 1190 are similar to those of FIGS. 1 and 2in that an A/R cable reel 1262 is provided on foredeck 1264 and acontrol tower 1266 is mounted on the starboard main reel support housing1196. A main reel level wind tower 1268 is provided for controlling thepositioning of the rigid walled pipeline 1216 upon spooling during thetake-up procedure on to the main reel. A pedestal crane 1270 is providedin line with the first auxiliary reel 1200 on the portside and astarboard pedestal crane 1272 is provided as shown in FIG. 44. The mainreel 1194 is mounted on bearing housings 1274 and 1276 similar tohousings 82 and 84 in FIGS. 1 and 2. Exhaust stacks 1278 and 1280 areprovided on starboard and portsides respectively. Lifeboats 1282 and1284 are also shown in FIG. 44. Thruster 1286 and 1288 on the bow and1290 and 1292 on the stern are for the purpose of providing dynamicpositioning for the reel vessel 1190.

The level wind mechanisms for the two auxiliary reels 1200 and 1202 isthe same as described with respect to FIGS. 1-30 and the level windassembly 1206 is the same as described with respect to level windassembly 1150 in FIGS. 39 and 40.

Second Shallow Water Multi-Line Pipelaying Vessel Embodiment

A second embodiment of a pipelaying vessel designed for layingoperational lines array in shallow water down to about 1500 ft. depth isshown in FIGS. 45-47. This embodiment is similar to the embodimentillustrated in FIGS. 43 and 44 with the important difference that thestraightening/tensioning device 1302 is a lower cost, fully operativealternate embodiment to the use of the straightening/tensioning assembly1204 mounted on a level wind assembly 1206. In the embodiment of FIGS.43 and 44 pipeline array guides 1210 and 1212 as well as pipe clamp 1214are also used.

The embodiment illustrated in FIGS. 45-47 as vessel 1300 has a main reel1304 mounted on reel support housings 1306 and 1308 by bearing housings1310 and 1312. A first auxiliary storage reel 1314 and a secondauxiliary storage reel 1316 are mounted on support bases 1318 and 1320which are in turn mounted on level wind track systems 1322 and 1324respectively. A rigid walled pipeline 1326 and two additional auxiliaryoperational lines 1328 and 1330 are unspooled from the main reel 1304and the two auxiliary reels 1314 and 1316 in order to form a planaroperational lines array 1332 at the entry position 1334 into thestraightening/tensioning assembly 1302. After passing through theassembly 1302 the operational lines array 1332 passes through a sternmounted roller ramp 1336 which has four or more rollers 1338, 1340, 1342and 1344 mounted in a framework 1346. Stern connectors 1348s and p arealso employed to affix the ramp to stern 1350. A rub roller 1352 is alsoemployed.

The pipelaying vessel 1300 is also outfitted with an A/R reel 1354mounted on the foredeck 1356; a control tower 1358 mounted on the portmain reel support housing 1306; a main reel level wind assembly 1360(shown in FIG. 45) and two pedestal cranes 1362 and 1364 (shown in FIG.46). Lifeboats 1366s and 1366p are provided as are exhaust stacks 1368sand p. Thrusters 1370 and 1372 are mounted on bow 1374 under thewaterline and thrusters 1376 and 1378 are mounted at the stern under thewaterline for providing dynamic positioning for the vessel 1300.

Straightening/Tensioning Assembly For Shallow Water Vessel

The straightening/tensioning device 1302 is mounted on a level windtrack system 1380 which is in turn secured to aft deck 1382. A pair ofstraightening/tensioning multi-track straightening/tensioning assemblies1384 and 1386 are mounted on either side of operational lines array 1332by a frame means 1388. Side supports 1390s, p; and 1392s, p, providetrack supports for the straightening/tensioning devices 1384 and 1386both of which are mounted for reciprocal motion within the framestructure 1388 by hydraulic piston pairs 1394 and 1396. Roller 1335provides support for lines 1328 and 1330 during unspooling.

FIGS. 46 and 47 show the straightening/tensioning device 1302 in greaterdetail. The level wind track assembly 1380 comprises a fore track 1400and an aft track 1402, both mounted transversely on stern deck 1350.Each of these track assemblies has separate hydraulic motors 1404 and1406, respectively, mounted on the portside of a track beam shown asT-beam 1408 in FIG. 47. The port end of T-beam 1408 has a mountingpedestal 1410 which is connected to stern deck 1350. The hydraulic motoris connected to an operator screw 1412 which is rotatably mounted inpedestal 1410. This operator screw 1412 is mounted slightly above theT-beam 1408 as shown in FIG. 47. The straightening/tensioning assemblyframe 1388 is mounted on roller shoes 1414 and 1416 which are designedto be placed on the fore and aft sides of each of the tracks 1400 and1402. The lower roll sets illustrated as 1418 and 1420 in FIG. 47 restson a roller plate 1422 and roller sets 1424 and 1426 are designed tohave rolling contact with the under surface of the T-beam 1408. Byplacing four of the roller shoes 1414 and 1416 at the fore end and atthe aft end of frame 1388 a secure and transversely movablestraightening/tensioning assembly 1308 is effected. Mounting nuts (notshown) are provided in the bottom of the frame 1388 for engaging theoperator screw 1412.

Straightening/tensioning assemblies 1384 and 1386 are illustrated ashaving three operational lines contacting tracks 1428, 1430 and 1432 inorder to provide straightening and tensioning for lines 1326, 1328 and1330 respectively.

The straightening/tensioning assemblies 1384 and 1386 have beenpreviously described with respect to FIG. 38 and are mounted in theframe 1388 similarly to the mounting of the devices 1022 and 1024 in thepipe take-off structure 30 of FIG. 36. Operational lines support pads1434, 1436 and 1438 are shown in cross-section as are the sprocketchains 1440, 1442 and 1444 respectively. The main support drivensprocket gears 1446 and 1448 are also illustrated in the partialcross-sectional view. Four hydraulic motors illustrated on the forepositioned motors 1450s, p and 1452s, p, are provided for operation ofthe tensioning force exerted on the operational lines 326, 328 and 330.

Operation Of Straightening/Tensioning Assembly

The three operational lines are unspooled from their respective reelsinto the juxtaposed position at 1334 immediately in front of thestraightening/tensioning device 1302. The rigid walled lines within thearray are straightened by the exertion of transverse force on the linesdue to the curvature established in the straightening/tensioningassemblies 1384 and 1386 by means of the jactuator adjustments describedin detail with respect to FIG. 38. The adjustment is set for a compoundpipeline array curvature so that straightening of the pipeline can beeffected by three longitudinally separated contact areas within thedevice 1302.

Tensioning force is exerted on the lines by means of the hydraulicmotors 1450s, p and 1452s, p, in order to maintain the desired curvaturefor the operational lines as they are laid. The operational lines aspassed through the straightening/tensioning device 1302 are then rolledacross the ramp 1336 rollers and into the water. The operation of theunspooling is controlled by hydraulic motors associated with each of thereels in the manner described with respect to FIGS. 1-32 above.

During unspooling the straightening/tensioning assembly 1302 is levelwound transversely across the stern deck 1350 of vessel 1300 by means ofthe level wind track system 1380 in order to be in line with thepipeline 13Z6 unreeled from main reel 1304. The auxiliary reels 1314 and1316 are, in turn, level wound across the main deck of vessel 1300 inorder to provide corresponding positioning for the lines entering thestraightening/tensioning device 1302.

Fixed Depth/Shallow Water Operational Lines Layout

In the event that a multi-line layout project is to be carried out in arelatively fixed depth body of water it is possible to utilize a seriesof straightener and tensioner assemblies such as shown in FIG. 41 asassemblies 1114, 1116, and 1118 when arranged on a level wind carriagesuch as the straightening/tensioning device 1302 shown in FIGS. 45-47.In such a modification the carriage 1388 length is extenedlongitudinally along the vessels aft main deck a sufficient distance toaccomodate all five pipe array handling assemblies. This modification isviewed as economically unattractive since a similar pipeline arraylayout project can be handled by the embodiment disclosed in FIGS. 43-44or by the preferred embodiment of FIGS. 1-38 which permits a wide rangeof laying depths.

ADDITIONAL MODIFICATIONS

One of the advantages of the present invention is that a pipe layingvessel of the Apache-type as described in U.S. Pat. No. 4,230,421 toSpringett, et al, designed for only single pipeline layout can beutilized as the base vessel for a conversion to a multi-reel pipe layingvessel as described herein. For such a conversion the pivotal supportramp assembly, pipe bending radius controller, the level wind assemblyand the pipe straightening, clamping, and guiding equipment are allremoved from the vessel's aft main deck. Thereafter, one or twoauxiliary reels are mounted for level winding and a operational lineslaying device such as the pipe take-off assembly 24 is fitted onto thestern position 28 as shown in FIGS. 1-5 herein. The main reel utilizedin an Apache-type single pipeline vessel can be used with only minormodification for increasing structural support and the hydraulicpowering/braking systems capacity. In this manner an existing singlepipeline vessel can be converted into a plural operational lines layingvessel. Also, if desired, the deck equipment can be switched back to thepivotal support ramp type for laying single pipelines. The process ofconverting a single pipe laying vessel to a multi-reel pipe layingvessel and then the process of reconversion to the original vessel areencompassed within the present invention.

The laying devices of the various embodiments have supporting meanswhich are adapted for forming the plurality of operational lines intoinitial juxtaposition. The supporting means are the operational linessupport grooves in drum 26 of the vessel illustrated in FIGS. 1-7, andthe pipe support pads mounted on the multiple track assemblies of theother illustrated vessels. The initial juxtapositioning is such thateither a curved or a straight construction line passing through suchoperational lines when it is positioned in a plane perpendicular to thedirection of motion of the operational lines is also positionedsubstantially transversely to the direction of vessel forward movement.When the construction line is curved the operational lines do not lie ina transverse plane, whereas when the construction line is straight theoperational lines are juxtaposed in a planar arrangement. The initialjuxtaposition is usually maintained as the operational lines array ismoved through the subsequent straightening, tensioning, and guidingdevices. Thus while the plane in which a curved construction line ispositioned may change its vertical inclination, the transversepositioning of the construction line with respect to the forward motionof the vessel remains substantially the same from the initialjuxtapositioning through the pipeline array guiding device.

If desired, a pipeline angle measuring mechanism can be fitted onto thepipe take-off structure 30 below the operating lines array opening 368of FIG. 8. Such mechanisms are commercially available and can beelectronically linked to a computer read-out which is maintained in thebridge of the control tower to permit monitoring of the water entryangle with respect to other parameters of the pipe laying operation.

For certain operations, it is preferred to start a pipeline layout invery deep water of 3,500 ft. or greater at 87° water entry angle ratherthan utilizing a slightly higher angle which can be accomodated by thepositioning of the pipe take-off assembly or laying device 24 of FIGS.1-11. This start-out water entry angle is then gradually decreased toangles used for the particular pipeline in order to eliminate thepossibility of buckling of the rigid walled pipeline within the array.The full limit of a 90° entry angle is rarely used.

Another variation in practice is to utilize a subsea plough or jet sledfor burying the operational lines array on the bottom. A pulled ploughsuch as disclosed in U.S. Pat. No. 4,410,297 can be employed for thispurpose. Another possibility is to utilize a remote controlledself-propelled plough. There are basically three types of plough systemswhich are referred to as: (1) a pretrencher, which opens a trench lineprior to the laydown of the operational lines array, (2) a simultaneoustrencher, which lays the pipeline array in the trench immediately afterit is dug, and (3) a post trencher, which buries the operational linesarray under bottom silt. All three types of plough systems can be usedwith the vessel of the present invention.

In the vessel described herein, level winding of the auxiliary reels hasbeen provided for. Such a winding feature is primarily needed forspooling of the pipelines onto their respective storage reels. If thefleet angles between the storage reels and the laying device can be heldto within about 2° it is not necessary to provide for level windingduring the unspooling and laying out of the lines stored thereon. Ifthis limit can not be safely maintained the level winding of the reelsis employed during unspooling.

During the spooling operation the plurality of lines are passed throughthe laying device 24 of FIGS. 1-38, but are contacted only at the top ofthe drum 26. The laying device then functions as a feeding device whichpermits level winding of the incoming array during spooling. The linescan also be separately spooled up on the storage reels.

While the main reel and the auxiliary reels of the present inventionhave been disclosed as vertical reels having horizontal positioned axesit is also possible to mount one or more of these reels on verticallydisposed axes if desired.

While the vessels described herein are shown as dynamically positionedships it is also possible to mount the storage reels and operationallines laying device on to other types of either self-propelled, towed,or assisted vessels. Such vessels can be ship shaped, barges withconfigured or flat bottoms, semisubmersible vessels, or small water areatwin hull vessels known as SWATH ships.

In general, the operational lines laying device shown in the preferredmodifications disclosed and illustrated with respect to FIGS. 1-38; andthe vessels illustrated in FIGS. 43-47 are preferred over the pivotalsupport ramp vessel illustrated in FIGS. 39-42 since the center ofgravity of thepipe handling equipment is constant which avoids the lossof metacentric height for the vessel as the pipe handling equipment israised off the deck for deeper water layouts.

The invention may be embodied in other specific forms without departingfrom the spirit or essential characteristics thereof. The presentembodiment is therefore to be considered in all respects as illustrativeand not restrictive, the scope of the invention being indicated by theappended claims rather than by the foregoing description, and allchanges which come within the meaning and rnage of equivalency of theclaims are therefore intended to be embraced therein.

What is claimed and desired to be secured by Letters Patent is:
 1. Areel pipelaying vessel for use in a body of water, comprising at leasttwo reels mounted thereon for storage and layout of at least twooperational lines at least one of which is a rigid walled pipeline;anoperation lines laying device mounted adjacent the stern of said vesseldownstream of said reels in the direction of unspooling; said layingdevice including a drum mounted on said vessel for rotation about anaxis transverse to the longitudinal axis of said vessel, and adapted forproviding simultaneous moving contact for each of a plurality ofoperational lines; with said plurality of lines interconnected to oneanother and adapted for moving at a common velocity with respect to eachother and for permitting layout from said vessel in a downwardjuxtaposed configuration; a pipe take off structure pivotally mounted onsaid drum axis of rotation and incuding first straightener means forapplying a force on the operational lines inward toward said drum axisand second straightener means for applying a force on the operationallines outward away from said drum axis, with said drum and first andsecond straightener means providing three point straightening to theoperational lines as the operational lines leave said drum; and motivemeans operatively interconnected to said reels and adapted to controlthe rate of layout of the operational lines therefrom.
 2. A reelpipelaying vessel according to claim 1, wherein a level wind mountingmeans is provided for at least one of said reels so that said reel isadpated for transverse motion with respect to the vessel longitudinalaxis during unspooling.
 3. A reel pipelaying vessel according to claim1, wherein at least three reels are mounted on said vessel.
 4. A reelpipelaying vessel according to claim 1, wherein operational lines arestored on each of said reels and are unspooled through said operationallines laying device.
 5. A reel pipelaying vessel according to claim 1,wherein movement of said drum is dependent upon frictional contactbetween the lines and said drum and controlled by said motive means. 6.A reel pipelaying vessel according to claim 1, wherein said layingdevice includes opposed tensioning devices mounted on either side of theoperational lines and adapted for exerting radial inward andlongitudinal forces thereon, with one of said tensioning devicesincluding said second straightener means.
 7. A reel pipelaying vesselaccording to claim 1, wherein said operational lines laying device isadapted for gathering the lines from said reels into initialjuxtaposition forming an operational lines array in a generallyhorizontal planar configuration such that a line within the planepositioned perpendicular to the direction of motion of the lines is alsoperpendicular to the longitudinal axis of said vessel; andsaid layingdevice adapted for layout of the operational lines array over a range ofentry angels into a body of water of from about 20° to about 90°.
 8. Areel pipelaying vessel according to claim 1, wherein the periphery ofsaid drum is configured to provide separate supporting means for aplurality of juxtaposed operational lines.
 9. A reel pipelaying vesselaccording to claim 1, wherein a level wind mounting carriage is providedfor said operational lines laying device and said carriage is adapted toprovide transverse motion for said laying device with respect to thevessel longitudinal axis during unspooling.
 10. A reel pipelaying vesselaccording to claim 1, wherein at least on of said reels is adpated to bea main reel and is rotatably mounted in a fixed lateral position on saidvessel.
 11. A reel pipelaying vessel according to claim 1, wherein saiddrum includes means for forming a plurality of operational lines intoinitial juxtaposition such that a construction line passing through suchoperational lines when positioned in a plane perpendicular to thedirection of motion of the operational lines is also positionedsubstantially transversely with respect to the direction of the vesselforward movement.
 12. A reel pipe laying vessel, comprising a main reelrotatably mounted on said vessel for storage of a rigid walled pipeline,said main reel being mounted in a fixed lateral position on saidvessel;at least one auxiliary reel mounted on said vessel for storageand unspooling of an additional operational line; motive means providedfor said reels and adapted to control the rate of layout of linestherefrom; an operational lines laying device including a drum mountedon said vessel for rotation about an axis transverse to the longitudinalaxis of said vessel, and for providing simultaneous moving contact foreach plurality of operational lines; said drum including means forforming a plurality of operational lines from said main reel and saidauxiliary reel into initial juxtaposition such that a construction linepassing though such operational lines when positioned in a planeperpendicular to the direction of motion of the operational lines isalso positioned substantially transversely with respect to the directionof vessel movement; with said drum including means for moving theplurality of operational lines at common velocity with respect to eachother and for permitting layout of lines from said vessel in a downwardjuxtaposed configuration; with said drum including a straightening meanspivotally mounted on said drum axis of rotation for straightening saidrigid walled pipeline to remove residual permanent stress whilemaintaining the same in juxtaposition with respect to the remaininglines such that a construction line passing through such operationallines when positioned in a plane perpendicular to the direction ofmotion of said operational lines is also positioned transversely withrespect to the direction of vessel movement; and with aid straighteningmeans including force means for applying first and second lateral forcesto said rigid walled pipeline downstream from said drum so that saiddrum and said force means impart a reverse bending force to said rigidwalled pipeline opposite to the curvature imparted by said reels.
 13. Areel pipelaying vessel according to claim 12, wherein said operationallines laying device includes tensioning means adapted to providetensioning of the pipelines and adapted to cooperate with saidstraightening means to provide straightening of said rigid walledpipeline while maintaining the juxtaposition of said operational lines.14. A reel pipelaying vessel according to claim 13, wherein saidstraightening means contacts the operational lines prior to saidtensioning means.
 15. A reel pipelaying vessel according to claim 12,wherein a level wind mounting carriage is provided for said auxiliaryreel so that said reel is adapted for transverse motion with respect tothe vessel longitudinal axis during unspooling.
 16. A reel pipelayingvessel according to claim 12, wherein at least two ausiliary reels aremounted on said vessel.
 17. A reel pipelaying vessel according to claim12, wherein operational lines are stored on each of said reels and areunspooled through the operational lines laying device.
 18. A reelpipelaying vessel according to claim 17, wherein at least fouroperational lines are stored on said main reel and said auxiliary reelin double wound fashion.
 19. A reel pipelaying vessel according to claim12, wherein movement of said drum is dependent upon frictional contactbetween the operational lines and said drum and controlled by saidmotive means.
 20. A reel pipelaying vessel according to claim 12,wherein said operational lines laying device is adapted for gatheringsaid operational lines from said main reel and said auxiliary reel andfor forming an operational lines bundle arrayed in a generallyhorizontal planar configuration such that a construction line within theplane when positioned perpendicular to the direction of motion of thelines is also positioned transversely with respect to the direction ofvessel movement; andsaid laying device adapted for layout of theoperational lines over a range of entry angles into a body of water offrom about 20° to 90°.
 21. A reel pipelaying vessel according to claim12, wherein said periphery is confugured to provide separate supportingmeans for a plurality of juxtaposed operational lines.
 22. A reelpipelaying vessel for use in a body of water comprising at least tworeels mounted thereon for storage and layout of at least two operationallines one of which is a rigid walled pipeline;each of said reels havingmotive means associated therewith for providing rotational power to saidreels during spooling of the operational lines thereon and adapted forproviding braking force for said reels during spooling of theoperational lines thereon and adapted for providing braking force forsaid reels during unspooling and operational lines layout; anoperational lines laying device mounted adjacent the stern of saidvessel downstream of said reel in the direction of unspooling;operational lines stored on each of said reels and unspooled throughsaid laying device; said laying device including a drum mounted on saidvessel for rotation about an axis transverse to the longitudinal axis ofsaid vessel, and adapted for forming said plurality of operational linesinto initial juxtaposition and for providing moving contact with saidoperational lines to unspool said lines at a common velocity withrespect to each other; and said operational lines supporting means andsaid motive means operating in conjuction with the tension produced insaid operational lines by the wieght of said operational lines betweensaid vessel and the bottom of the body of water in which the vessel isoperated, cooperatively enabling said rigid walled pipeline to bestraightened prior to entry into the water and for said plurality ofoperational lines to have tension force applied longitudinally therealong above the water line.
 23. A reel pipelaying vessel according toclaim 22, wherein said drum is adapted for providing moving contact foreach of said plurality of operational lines and for exerting tensionlongitudinally along said lines.
 24. A reel pipelaying vessel accordingto claim 22, wherein said drum includes means for providing movingcontact along at least two portions of each of said operational linesand is adapted to provide for selected longitudinal curvatures for saidoperational lines while contacted thereby; andsaid drum providingstraightening of said rigid walled pipeline.
 25. A reel pipelayingvessel for use in a body of water comprising at least two reels mountedthereon for storage of at least two operational lines, one of which is arigid walled pipeline;an operational lines laying device mountedadjacent the stern of said vessel downstream of said reels in thedirection of unspooling; said laying device including an operationallines supporting drum adapted for providing moving contact with aplurality of operational lines as the direction of movement thereof ischanged from movement over the vessel to entry into a body of waterwithin which said vessel is operated; said supporting drum adapted forforming the operational lines into initial juxtaposition such that aconstruction line passing through such pipeline and operational lineswhen positioned perpendicular to the direction of motion of the lines isalso positioned substantially transversely with respect to the directionof vessel forward movement; and with the radius of said supporting drumsized with respect to the outside diameter and the wall thickness ofsaid rigid walled pipeline according to the relationships: drum radius≧18×o.d. of pipeline (1), and o.d. of pipeline/wall thickness ofpipeline <30 (2).
 26. A reel pipelaying vessel according to claim 25,wherein said laying device comprises opposing tensioning devices mountedon either side of said rigid walled pipeline and said auxiliaryoperational line and adapted for exerting radial inward and longitudinalforces thereon.
 27. A reel pipelaying vessel according to claim 25,wherein said operational lines laying device comprises a straighteningdevice which is adapted to provide straightening of said rigid walledpipeline in order to remove residual permanent stress to below apredetermined maximum value.
 28. A reel pipelaying vessel, comprising atleast two reels mounted thereon for storage of at least two operationallines one of which is a rigid walled pipeline;an operational lineslaying device mounted adjacent the stern of said vessel downstream ofsaid reels in the direction of unspooling; said laying device includinga drum mounted on said vessel for rotation about an axis transverse tothe longitudinal axis of said vessel, and adapted for providing movingcontact with each of a plurality of operational lines for moving thelines at a common velocity with respect to each other; straighteningmeans cooperating with said drum for providing three zones of forceimposition upon said rigid walled pipeline; the first of said forceimposition zones lying under said operational lines on said drum; thesecond force imposition zone being positioned on the opposite side ofsaid operational lines downstream of said drum; and the third forceimposition zone being on the same side of said operational lines as saidfirst zone downstream of said second zone.
 29. A reel pipelaying vesselaccording to claim 28, wherein said first force imposition zone iscontributed by said drum.
 30. A reel pipelaying vessel according toclaim 28, wherein said operational lines laying device comprises astraightening device adapted to provide straightening of said rigidwalled pipeline and includes a tensioning device adpated for exertingradial inward and longitudinal forces on said operational lines; andsaidsecond force exertion zone being provided by said straightening deviceand said third force exertion zone being provided by said tensioningdevice.
 31. A reel pipelaying vessel for use in a body of watercomprising a main reel rotatably mounted on said vessel for storage of arigid walled pipeline;at least one auxiliary reel mounted on said vesselfor storage and spooling of an additional rigid walled pipeline; anoperational lines laying device mounted adjacent the stern of saidvessel downstream of said reels in the direction of unspooling; saidoperational lines laying device comprising an operational linessupporting drum adated for providing continuous contact with a pluralityof operational lines over a portion of the unspooling length thereof andfor changing the direction of movement thereof from over the vessel todownwardly toward the water; said operational lines supporting drumadapted for forming the operational lines from said main reel and saidauxiliary reel into initial juxtaposition; a first straightening deviceadapted to straighten said rigid walled pipeline to remove residualpermanent stress and positioned to contact said lines following contactthereof with said drum and adapted for imparting a straightening forceto said rigid walled pipeline; a second straightening device located inthe direction of unspooling following said first straightening deviceand positioned on the opposite side of said lines; said drum and saidsecond straightening device providing combined straightening force tocounteract the straightening force imposed by said first straighteningdevice; and said drum, and said first and second straightening devicesadapted for imparting a reverse bending force to said rigid walledpipeline opposite to the curvature imparted by said main reel; with saidfirst and second straightening devices carried on a pipe take offstructure pivotally mounted on said drum axis of rotation.
 32. A reelpipelaying vessel according to claim 31, wherein said secondstraightening device includes tensioning means adapted to provide atension force longitudinally along said pipeline after unspooling fromsaid main reel.
 33. A reel pipelaying vessel according to claim 31,wherein said drum and said first and second straightening devices havesupporting grooves aligned to receive and retain said operational linesduring the unspooling thereof from said main reel and said auxiliaryreel.
 34. A reel pipelaying vessel according to claim 31, wherein saiddrum is adapted for moving said operational lines at a common velocitywith respect to each other and for permitting layout of said lines fromsaid vessel in a downward planar configuration.
 35. A reel pipelayingvessel according to claim 31, wherein level wind mounting means areprovided for said auxiliary reel and said drum to adapt said auxiliaryreel and said drum for transverse motion with respect to the vessellongitudinal axis during unspooling.
 36. A reel pipelaying vesselaccording to claim 31, wherein a third auxiliary reel is mounted on saidvessel for unspooling of at least one additional operational line.
 37. Areel pipelaying vessel according to claims 1, 12, 22, 28 or 31 in whichsaid vessel includes means for dynamic positioning.
 38. A reelpipelaying vessel according to claims 1, 12, 22, 28 or 31 includingabandonment and recovery means adapted for aiding the handling of saidoperational lines.
 39. A method of unspooling and laying out a pluralityof operational lines into a body of water from a plurality of reelsmounted on a vessel with at least one of said reels adapted forunspooling a rigid walled pipeline, the remaining operational linesstored on reels mounted on the vessel, and a drum laying device mountedadjacent the stern of the vessel; said method comprising the stepsof:forming the operational lines into initial juxtaposition such that aconstruction line passing through such operational lines when positionedperpendicular to the direction of motion of the operational lines isalso positioned substantially transversely with respect to the vessellongitudinal axis; providing moving contact between the juxtaposedoperational lines and the drum laying device; changing the direction ofmovement of the operational lines from over the vessel to a downwarddirection; moving the plurality of juxtaposed operational lines at acommon velocity with respect to each other; and laying out theoperational lines from the vessel in a downward direction into the bodyof water.
 40. The method of unspooling a plurality of operational linesaccording to claim 39, including the additional step of:straighteningthe rigid walled pipeline within the plurality of operational linessubsequent to said moving step by contact with the drum laying deviceand a pipe take-off structure providing three force points for thecontact as the operational lines leave the drum laying device, with thethree force points rotating about a common axis as the downwarddirection is changed.
 41. The method of unspooling a plurality ofoperational lines according to claim 39, including controlling thelongitudinal tension force along the operational lines subsequent tosaid moving step resulting from the tension force produced in theoperational lines by the weight of the lines between the vessel and thebottom of the body of water in which the vessel is operated, bycontrolling the rotation of the reels, to straighten the rigid walledpipeline without utilizing a separate straightening device or a separatetensioning device.
 42. The method of unspooling a plurality ofoperational lines according to claim 39, wherein said forming step iscarried out by level winding at least one of the reels transversely withrespect to the longitudinal axis of the vessel.
 43. The method ofunspooling a plurality of operational lines according to claim 39,wherein said forming step is carried out by maintaining the reel fromwhich the rigid walled pipeline is unspooled in a fixed lateral positionwith respect to the vessel.
 44. The method of unspooling a plurality ofoperational lines according to claim 39, including the stepof:controlling the rotation of each of the reels to determine the layoutvelocity of the operational lines therefrom.
 45. The method ofunspooling a plurality of operational lines according to claim 39,wherein said forming step is carried out by providing the drum layingdevice with an operational lines supporting means which is adpated toprovide said forming and said moving contact with said operationallines, and wherein said plurality of operational lines are laid out at acommon velocity due to frictional contact with said supporting means.